26-0049MC_FMY_West_Ramp_Final_Plans_R1.pdf

PDF 6 MB Posted Mar 17, 2026

Attached to: West Ramp Expansion at Page Field
Solicitation number: 26-0049MC
Issued by: Lee County, Fort Lauderdale City, Florida

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Written by GovTribe AI · Apr 20, 2026

West Ramp Expansion Project - Bid Documents Summary

These are the final construction plans and bid documents for the West Ramp Expansion project at Page Field Airport (FMY) in Fort Myers, Florida, issued by the Lee County Port Authority. The project scope encompasses the expansion of the existing west apron pavement by approximately 5,900 square yards and includes asphalt milling (300 square yards), removal of 45 existing aircraft tie-down anchors, topsoil stripping (2-3 acres depending on bid schedule), unclassified excavation (275-300 cubic yards), embankment placement (500-600 cubic yards), stabilized subgrade installation (6,650-8,400 square yards), lime rock base course (6,300-7,900 square yards), asphalt surface course placement (1,600-1,980 tons of PG 76-22), installation of 42 aircraft tie-down anchors, permanent pavement markings, sodding of 3,250 square yards of Argentine Bahia grass, and removal of 5 existing edge lights. The project is divided into two bid schedules: Schedule A (Base Bid) and Schedule B (Base Bid plus Bid Additive 1), with the additive incorporating additional earthwork and pavement quantities. Construction is scheduled to occur in five sequential phases over a total of 86 calendar days of work (116 total calendar days including closeout), with work hours limited to 7:00 a.m. to 5:00 p.m., Monday through Saturday. A non-mandatory pre-bid meeting and site visit is scheduled for Monday, March 30, 2026, at 9:00 a.m., with questions and clarification requests due by Monday, April 6, 2026, at 5:00 p.m. Electronic bids must be submitted through OpenGov no later than Thursday, April 23, 2026, at 2:00 p.m. local time.

The project is funded through the Federal Aviation Administration (FAA) Airport Improvement Program (AIP) grants and therefore mandates compliance with Buy American preferences, Davis-Bacon prevailing wage requirements, civil rights assurances, and disadvantaged business enterprise (DBE) participation with a zero percent contract goal. Bidders must hold a current Florida General Contractor license maintained for a minimum of three years, maintain current Florida corporate registration or equivalent legal business entity status, and demonstrate financial responsibility through certified financial statements or State Highway Division prequalification. The successful bidder must provide a bid guaranty of not less than five percent of the total bid amount, performance and payment bonds equal to 100 percent of the bid amount, and comprehensive insurance coverage including commercial general liability of $1,000,000 single limit and workers' compensation at Florida statutory limits. Liquidated damages of $1,000 per calendar day will be assessed for failure to achieve final completion by the contractually established date. All materials and workmanship are warranted for twelve months post-completion, with LED fixtures warranted for four years. The contractor is responsible for all labor, materials, equipment, permits, utility coordination, quality control testing, mobilization costs (limited to 10 percent of total project cost), dust control measures, foreign object debris (FOD) prevention, erosion and sediment control, temporary traffic control during phasing operations, and daily coordination with the Construction Manager and Airport Operations. A local vendor preference may be granted to local contractors submitting pricing within three percent of the lowest responsive bid. Award will be made to the lowest responsive and responsible bidder whose bid serves the best interests of the Authority.

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Other files

File	Type	Posted
26-0049MC_RFB_Construction_Solicitation.pdf	PDF	Mar 23, 2026
26-0049MC_Technical_Specifications.pdf	PDF	Mar 17, 2026
26-0049MC_FMY_West_Ramp_Final_Plans_R1.pdf	PDF	Mar 17, 2026
26-0049MC_Construction_Safety_and_Phasing_Plan.pdf	PDF	Mar 17, 2026
LCPA_General_Conditions_03-03-2026.pdf	PDF	Mar 16, 2026

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BID DOCUMENTS

FOR

NOTE:

DO NOT SCALE PRINTS

REPRODUCTION MAY CAUSE DISTORTION

PRIME CONTRACTOR

MAJOR SUBCONTRACTORS AND/OR SUPPLIERS

CONSTRUCTION DATA FEDERAL AVIATION ADMINISTRATION

FLORIDA DEPARTMENT OF TRANSPORTATION

APPROVED DATE

LEE COUNTY PORT AUTHORITY

FORT MYERS, FLORIDA

APPROVED DATE

DATESUBMITTED

P. E. No.

WEST RAMP

EXPANSION

LCPA PROJECT ID: TBD

DECEMBER 2025

O N

SHEET INDEX

G001 COVER SHEET

LOCATION MAP

FAA PROJECT ID: N/A

FDOT PROJECT ID: N/A

CONSULTANT PROJECT ID: 203400

WORK: COMMENCED

PROJECT ENGINEER/INSPECTORS:

COMPLETED

ALL CONSTRUCTION PERFORMED UNDER THIS CONTRACT WAS COMPLETED

IN SUBSTANTIAL CONFORMITY WITH THE DRAWINGS, NOTES AND SPECIFICATIONS

CONTAINED IN THESE PLANS. ALL CHANGES FROM THE PLANS AS BID, HAVE

BEEN NOTED TO THE BEST OF OUR KNOWLEDGE.

(CERTIFIED)

PROJECT ENGINEER DATE

COST: BID $ FINAL $

FMY PROJECT DATA

PROJECT

LOCATION

G002 SUMMARY OF QUANTITIES

C252 SOIL BORING PROFILES (2 OF 2)

G003 GENERAL NOTES

G100 PROJECT LAYOUT, ACCESS, AND STAGING PLAN

PAGE FIELD

I-75CLEVELAND AVE

COLONIAL BLVD

FOWLER ST

METRO PKWY

C201 EXISTING CONDITIONS, SOIL BORING, AND DEMOLITION PLAN (1 OF 2)

C202 EXISTING CONDITIONS, SOIL BORING, AND DEMOLITION PLAN (2 OF 2)

C451 TYPICAL PAVEMENT SECTIONS AND PAVING DETAILS

C401 PAVEMENT GEOMETRY PLAN (1 OF 2)

C402 PAVEMENT GEOMETRY PLAN (2 OF 2)

C251 SOIL BORING PROFILES (1 OF 2)

E001 ELECTRICAL GENERAL NOTES

E102 ELECTRICAL DEMOLITION PLAN

C501 GRADING, DRAINAGE, AND EROSION CONTROL PLAN (1 OF 2)

G401 MAINTENANCE OF TRAFFIC PLAN - PHASE 1

G402 MAINTENANCE OF TRAFFIC PLAN - PHASE 2

C502 GRADING, DRAINAGE, AND EROSION CONTROL PLAN (2 OF 2)

C701 AIRCRAFT TIE-DOWN PLAN (1 OF 2)

C702 AIRCRAFT TIE-DOWN PLAN (2 OF 2)

G451 CONSTRUCTION PHASING DETAILS

C551 EROSION CONTROL DETAILS

C561 STORMWATER POLLUTION PREVENTION PLAN

C751 AIRCRAFT TIE-DOWN DETAILS

C601 PAVEMENT ELEVATION PLAN (1 OF 2)

C602 PAVEMENT ELEVATION PLAN (2 OF 2)

G403 MAINTENANCE OF TRAFFIC PLAN - PHASE 3

G404 MAINTENANCE OF TRAFFIC PLAN - PHASE 4

G400 OVERALL PHASING PLAN

T R A M

DECEMBER 2025

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S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:

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SUMMARY OF QUANTITIES - BID SCHEDULE A: BASE BID

ITEM NO. SPEC. NO. ITEM DESCRIPTION UNIT QUANTITY

1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) LS 1

2 C-102-1 TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL LS 1

3 C-105-1 MOBILIZATION LS 1

4 C-106-1 CONSTRUCTION SAFETY, PHASING, AND SECURITY LS 1

5 C-107-1 CONSTRUCTION SURVEYING (STAKEOUT AND AS-BUILT) LS 1

6 P-101-1 ASPHALT PAVEMENT MILLING, 2-INCH TO 4-INCH DEPTH SY 300

7 P-101-2 REMOVE EXISTING AIRCRAFT TIE-DOWN ANCHOR EA 45

8 P-101-3 REMOVE EXISTING PAVEMENT MARKINGS SF 320

9 P-151-1 TOPSOIL STRIPPING AC 2

10 P-152-1 UNCLASSIFIED EXCAVATION CY 275

11 P-152-2 EMBANKMENT IN PLACE CY 500

12 P-160-1 STABILIZED SUBGRADE, TYPE B, 12-INCH DEPTH SY 6,650

13 P-211-1 LIMEROCK OR RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH, LBR 120 SY 6,300

14 P-401-1 ASPHALT SURFACE COURSE, PG 76-22 TON 1,600

15 P-602-1 EMULSIFIED ASPHALT PRIME COAT GAL 1,950

16 P-603-1 EMULSIFIED ASPHALT TACK COAT GAL 500

17 P-608-R-1 ASPHALT SURFACE TREATMENT, RAPID CURE LS 1

18 P-620-1 PERMANENT NON-REFLECTIVE PAVEMENT MARKING SF 500

19 P-622-1 AIRCRAFT TIE-DOWN ANCHOR EA 42

20 T-904-1 SODDING, ARGENTINE BAHIA SY 3,250

21 L-125-5.1 REMOVAL OF EXISTING EDGE LIGHT IN EARTH, COMPLETE EA 5

SUMMARY OF QUANTITIES - BID SCHEDULE B: BASE BID + BID ADDITIVE 1

ITEM NO. SPEC. NO. ITEM DESCRIPTION UNIT QUANTITY

1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) LS 1

2 C-102-1 TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL LS 1

3 C-105-1 MOBILIZATION LS 1

4 C-106-1 CONSTRUCTION SAFETY, PHASING, AND SECURITY LS 1

5 C-107-1 CONSTRUCTION SURVEYING (STAKEOUT AND AS-BUILT) LS 1

6 P-101-1 ASPHALT PAVEMENT MILLING, 2-INCH TO 4-INCH DEPTH SY 300

7 P-101-2 REMOVE EXISTING AIRCRAFT TIE-DOWN ANCHOR EA 45

8 P-101-3 REMOVE EXISTING PAVEMENT MARKINGS SF 320

9 P-151-1 TOPSOIL STRIPPING AC 3

10 P-152-1 UNCLASSIFIED EXCAVATION CY 300

11 P-152-2 EMBANKMENT IN PLACE CY 600

12 P-160-1 STABILIZED SUBGRADE, TYPE B, 12-INCH DEPTH SY 8,400

13 P-211-1 LIMEROCK OR RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH, LBR 120 SY 7,900

14 P-401-1 ASPHALT SURFACE COURSE, PG 76-22 TON 1,980

15 P-602-1 EMULSIFIED ASPHALT PRIME COAT GAL 2,415

16 P-603-1 EMULSIFIED ASPHALT TACK COAT GAL 610

17 P-608-R-1 ASPHALT SURFACE TREATMENT, RAPID CURE LS 1

18 P-620-1 PERMANENT NON-REFLECTIVE PAVEMENT MARKING SF 500

19 P-622-1 AIRCRAFT TIE-DOWN ANCHOR EA 42

20 T-904-1 SODDING, ARGENTINE BAHIA SY 3,250

21 L-125-5.1 REMOVAL OF EXISTING EDGE LIGHT IN EARTH, COMPLETE EA 5

T R A M

DECEMBER 2025

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N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

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GENERAL NOTES:

1. ALL EXISTING DIMENSIONS, MEASUREMENTS AND FEATURES SHOWN ON

THE PLANS ARE APPROXIMATE, FROM THE BEST INFORMATION AVAILABLE,

AND SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR.

2. A SUBSURFACE SOIL INVESTIGATION REPORT WAS PREPARED BY TSF GEO.

3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, STRUCTURES,

ETC. AS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED AS GENERAL

LOCATIONS ONLY AND MAY NOT INCLUDE ALL UTILITIES THAT MAY BE

ENCOUNTERED. THE LOCATION OR DEPTH FOR EXISTING UNDERGROUND

ITEMS SHOULD ONLY BE CONSIDERED AS A GUIDE TO THE GENERAL AREA

IN WHICH AN ITEM IS LOCATED. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO ACCURATELY LOCATE UNDERGROUND ITEMS BEFORE ANY WORK IS

PERFORMED IN THE AREA. THE CONTRACTOR SHALL COORDINATE WITH THE

CM PRIOR TO EXCAVATING IN ANY AREA. UNIDENTIFIED

UTILITIES/STRUCTURES SHALL BE LOCATED, IDENTIFIED, AND REPORTED

PROMPTLY TO THE CM.

4. THE CONTRACTOR SHALL CONTACT LOCAL UTILITY COMPANIES &

AUTHORITIES BY CALLING FLORIDA ONE CALL SYSTEM (1-800-432-4770)

FOR THE UTILITY MARK OUT PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL NOT INTERRUPT POWER, TELEPHONE, OR THE

UTILITY SERVICE OF THE AIRPORT OR FAA DURING CONSTRUCTION

ACTIVITIES UNLESS 72-HOUR NOTICE IS GIVEN AND WRITTEN APPROVAL

HAS BEEN PROVIDED BY THE CM.

6. THE CONTRACTOR SHALL CHECK THE LOCATION OF EXISTING UTILITIES

THAT ARE REQUIRED TO REMAIN IN PLACE, INCLUDING THOSE OVERHEAD

OR UNDERGROUND, AND TAKE ALL NECESSARY PRECAUTIONS TO PREVENT

INJURY OR DAMAGE DURING THE PERFORMANCE OF THE CONTRACT AND BE

RESPONSIBLE FOR ANY AND ALL THE DAMAGES THERETO. IF, IN THE

COURSE OF THE WORK, ANY UTILITY LINE IS DAMAGED, THE CONTRACTOR

SHALL MAKE AN IMMEDIATE, CONTINUOUS EFFORT TO RESTORE SERVICE

AS SOON AS POSSIBLE AT THE CONTRACTOR'S EXPENSE.

7. CONTRACTOR'S EMPLOYEES SHALL PARK ONLY IN THE DESIGNATED

EMPLOYEE PARKING AREA AS SHOWN ON SHEET G100

8. CONTRACTOR SHALL INSTALL AND MAINTAIN THE EROSION CONTROL

MEASURES AS SHOWN ON THE PLANS, UNTIL DISTURBED AREAS HAVE BEEN

STABILIZED AS DETERMINED BY THE CM. CONTRACTOR SHALL UTILIZE

APPROPRIATE BMP PROCEDURES AS NECESSARY TO ENSURE THAT NO

ADVERSE IMPACTS OCCUR OFFSITE.

9. EXCESS SUITABLE MATERIAL NOT UTILIZED UNDER THE CONTRACT SHALL

BE STOCKPILED AT DESIGNATED STOCKPILED AREAS AND REMAIN

PROPERTY OF THE OWNER OR BECOME PROPERTY OF THE CONTRACTOR AND

HAULED OFFSITE AT THE DISCRETION OF THE OWNER. ALL UNSUITABLE

EXCAVATED MATERIALS SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE HAULED OFF AIRPORT PROPERTY FOR LEGAL

DISPOSAL. STOCKPILED MATERIAL SHOULD BE CONSTRAINED IN A MANNER

TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST OR WIND

CONDITIONS.

10. NO BLASTING OR BURNING IS PERMITTED ON THIS PROJECT. CONTRACTOR

IS REQUIRED TO PERFORM DUST CONTROLLING MEASURES AT ALL TIMES.

11. WATER TRUCKS MUST BE ON SITE AT ALL TIMES TO SUFFICIENTLY CONTROL

DUST. CONTRACTOR MAY USE A NEARBY FIRE HYDRANT IF PROPERLY

METERED. CONTRACTOR TO OBTAIN UTILITY APPROVAL PRIOR TO USE OF

HYDRANT.

12. PRIOR TO START OF WORK, THE CONTRACTOR WILL DESIGNATE A PROJECT

REPRESENTATIVE AUTHORIZED TO ACT ON THE CONTRACTOR'S BEHALF,

WHO WILL BE AVAILABLE FOR CONTACT ON A 24 HOUR BASIS.

13. THE PROJECT PAY ITEMS ARE INTENDED TO BE INCLUSIVE OF ALL WORK TO

BE PERFORMED WITHIN THESE CONTRACT DOCUMENTS AND ALL

REFERENCED REQUIREMENTS. ALL INCIDENTAL WORK REQUIRED TO

COMPLETE THE PROJECT, AND ADHERE TO, THIS PROJECT'S REQUIREMENTS

SHALL BE INCLUDED IN THE CONTRACTOR'S BID UNDER THE NEAREST

APPLICABLE BID ITEM.

SAFETY AND PHASING NOTES:

1. IT IS THE INTENT OF THE LEE COUNTY PORT AUTHORITY (LCPA) TO

MINIMIZE INTERFERENCE OR CONFLICT WITH AIRCRAFT AIR OR GROUND

OPERATIONS. THE CONTRACTOR SHALL COORDINATE ACTIVITIES WITH THE

CONSTRUCTION MANAGER AT RISK (CM) WHILE WORKING NEAR AIRCRAFT

OPERATIONAL AREAS TO MINIMIZE INTERFERENCE WITH AIRCRAFT GROUND

MOVEMENTS. BEFORE STARTING ANY WORK OPERATIONS, THE

CONTRACTOR SHALL ASSURE THAT PROPER SAFETY PRECAUTIONS ARE

TAKEN AND THAT REQUIRED SEPARATION FROM AIRCRAFT ARE

MAINTAINED. AIRCRAFT HAVE THE RIGHT-OF-WAY OVER CONSTRUCTION

ACTIVITIES AND EQUIPMENT. THE CONTRACTOR IS REFERRED TO THE

SPECIFICATIONS FOR INFORMATION AND REQUIREMENTS IN ADDITION TO

THOSE PRESENTED HEREIN REGARDING OPERATIONS AND/OR SAFETY.

2. WORK WITHIN AN OBJECT FREE AREA (OFA) MAY NOT PROCEED NOR MAY

VEHICLES ENCROACH WITHIN THIS AREA UNTIL THE CM HAS ISSUED

WRITTEN AUTHORIZATION AND THE APPROPRIATE NOTAMS HAVE BEEN

ISSUED. CONSTRUCTION VEHICLE ACTIVITY ADJACENT TO OR WITHIN THE

OFA OF OPERATIONAL RUNWAYS, TAXIWAYS, OR APRONS WILL BE

CONTROLLED BY FLAG MEN (WITH RADIOS) FAMILIAR WITH AIR

OPERATIONS TO ENSURE AIRCRAFT SAFETY. CONTRACTOR FLAGGERS SHALL

NOT CONTROL AIRCRAFT.

3. IN THE EVENT THAT CONTRACTOR HAS TO PERFORM WORK INSIDE AN

ACTIVE TAXIWAY/TAXILANE THE CONTRACTOR SHALL UTILIZE LIGHTED

LOW-PROFILE CONSTRUCTION BARRICADES AS SHOWN ON THE PHASING

PLANS TO CLOSE THE ACTIVE TAXIWAY. PRIOR TO CLOSING ANY ACTIVE

TAXIWAY/TAXILANE, THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN

AUTHORIZATION FROM THE CM.

4. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE

AIRPORT IN OR NEAR THE ACTIVE AIRCRAFT OPERATIONS AREA (AOA)

SHALL DISPLAY IN FULL VIEW A FLASHING YELLOW DOME-TYPE LIGHT OR

ABOVE THE VEHICLE A 3'X'3' OR LARGER, ORANGE AND WHITE

CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT

SQUARE AND ESCORTED UNDER THE CONTROL OF ONE CONTRACTOR

MOBILE (TWO-WAY) RADIO OPERATOR ON THE JOB AT ALL TIMES. ANY

VEHICLE OPERATING IN OR NEAR THE ACTIVE AOA DURING THE HOURS OF

DARKNESS SHALL BE EQUIPPED WITH A FLASHING YELLOW DOME LIGHT,

MOUNTED ON TOP OF THE VEHICLE AND BE OF SUCH INTENSITY TO

CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES.

ESCORT VEHICLES SHALL BE IDENTIFIED BY COMPANY LOGOS LOCATED ON

BOTH SIDES OF THE VEHICLE WITH LETTERING AT LEAST 3" IN HEIGHT.

5. ALL NON-RADIO EQUIPPED CONTRACTOR VEHICLES THAT ARE REQUIRED TO

OPERATE ON, NEAR OR ACROSS ACTIVE RUNWAYS, TAXIWAYS, APRONS AND

RUNWAY APPROACH AND PROTECTION ZONES SHALL DO SO UNDER

CONTROL OF A RADIO EQUIPPED ESCORT VEHICLE. ESCORT VEHICLES,

OPERATORS, AND RADIO EQUIPMENT SHALL BE APPROVED BY THE AIRPORT

OPERATIONS STAFF. ESCORT VEHICLES SHALL BE MARKED AND LIGHTED AS

DESCRIBED IN SAFETY AND PHASING NOTE 4 AND SHALL BE EQUIPPED

WITH AN APPROVED AVIATION BAND RADIO. RADIO EQUIPPED VEHICLES

SHALL CONTINUOUSLY MONITOR GROUND CONTROL FREQUENCY (121.7

MHz). FREQUENCY CHANGES WILL BE AT THE DISCRETION OF THE

FAA-ATCT. ALL AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS AND APRONS

SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION WITH AIRPORT OPERATIONS STAFF FOR

RADIO FREQUENCY UPDATES OR CHANGES.

6. NO TAXIWAY, APRON OR AIRPORT ROADWAY SHALL SHALL BE CLOSED

WITHOUT WRITTEN APPROVAL OF AIRPORT OPERATIONS STAFF. TO ENABLE

NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT

SERVICES OR TENANTS, A MINIMUM OF 72 HOURS WRITTEN NOTICE

REQUESTING A CLOSURE SHALL BE DIRECTED TO CM WHO WILL

COORDINATE THE REQUEST WITH AIRPORT OPERATIONS STAFF, FAA, RAMP

CONTROL AND AIRPORT TENANTS. NO RUNWAY CLOSURE SHALL BE

PERMITTED FOR THIS PROJECT AT ANY TIME.

7. DURING TIMES WHEN SAFETY OF FLIGHT OPERATIONS COULD BE IMPAIRED,

OR WHEN EQUIPMENT IS IDLE, ALL CONTRACTORS BOOMS, TOWERS, AND

OTHER MOVABLE APPENDAGES WILL BE LOWERED TO THE MINIMUM EXTENT

POSSIBLE AND PARKED IN THE DESIGNATED STAGING AREA.

8. THE CONTRACTOR SHALL CONFORM TO FAA ADVISORY CIRCULAR

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

CONSTRUCTION" AND THE CONSTRUCTION SAFETY AND PHASING PLAN

(CSPP). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRIEF ALL OF

THE SUBCONTRACTOR AND CONTRACTOR EMPLOYEES ON THE FAA

OPERATING AND SAFETY REQUIREMENTS. A COMPREHENSIVE SAFETY PLAN

COMPLIANCE DOCUMENT SHALL BE SUBMITTED TO THE CM FOR REVIEW.

9. FINES: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

PAYMENT OF ANY FINES ASSESSED TO PAGE FIELD OR THE LEE COUNTY

PORT AUTHORITY RESULTING FROM THE CONTRACTOR’S VIOLATIONS OF

FAA REGULATIONS, OPERATING PROCEDURES, SAFETY OR SECURITY

REQUIREMENTS, OR OSHA SAFETY STANDARDS. SUCH FINES WILL BE

DEDUCTED FROM THE CONTRACTOR’S PAY APPLICATIONS.

10. THE CONTRACTOR SHALL RESPOND IMMEDIATELY TO DIRECTION FROM

LCPA, FAA, OR THE CM REGARDING AIRSIDE OPERATIONS.

11. THE CONTRACTOR SHALL COORDINATE DAILY CONSTRUCTION OPERATIONS

WITH THE CM EACH DAY PRIOR TO THE BEGINNING OF EACH WORK SHIFT.

12. THE CONTRACTOR SHALL PREVENT ANY MATERIAL ASSOCIATED WITH THE

CONTRACTOR'S OPERATIONS FROM BLOWING, SPILLING, OR BEING

TRANSPORTED ONTO ACTIVE PAVEMENT WHERE IT CAN POSE A FOREIGN

OBJECT DEBRIS (FOD) HAZARD TO AIRCRAFT. THE CONTRACTOR SHALL

IMMEDIATELY REMOVE ANY FOD MATERIAL RESULTING FROM THEIR

ACTIVITIES FROM ACTIVE PAVEMENT AND SHALL BE RESPONSIBLE FOR ANY

DAMAGE WHICH RESULTS. IN ADDITION, ALL PAVEMENTS ADJACENT TO

CONTRACTOR WORK AREAS WILL BE SWEPT CLEAN AT THE AT THE END OF

EACH WORK DAY. CONTRACTOR SHALL PROVIDE CONTINUOUS DUST

CONTROL BY APPROVED MEANS TO PREVENT DUST FROM BEING BLOWN

FROM THE JOBSITE OR STOCKPILES. FAILURE TO CONTROL DUST OR DEBRIS

MAY RESULT IN IMMEDIATE WORK STOPPAGE AND/OR TERMINATION OF

CONTRACT.

13. ALL ACCESS GATES SHALL BE CLOSED DURING CONSTRUCTION, UNLESS

THE CONTRACTOR PROVIDES A FULL-TIME GATE GUARD WHO IS TRAINED

FOR ACCESS TO THE AIRPORT SITE. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO KEEP THE AIRPORT SECURED AT ALL TIMES DURING

CONSTRUCTION.

14. CONTRACTOR SHALL ESTIMATE ALL DIFFICULTIES TO BE ENCOUNTERED

AND MAKE DUE ALLOWANCE IN BID TO COVER THE NON-PRODUCTIVE

COSTS WHICH MAY ARISE. NO EXTRA COMPENSATION WILL BE MADE FOR

SUCH WORK DELAYS NECESSARY TO MAINTAIN AIRPORT OPERATIONS.

CONTRACTOR SHALL CONTINUOUSLY COORDINATE OPERATIONS THROUGH

THE CM AND WITH AIRPORT OPS.

15. THE CONTRACTOR SHALL NOT ENTER INTO MOVEMENT AREAS WITHOUT

APPROVAL FROM THE AIR TRAFFIC CONTROL TOWER (ATCT).

16. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON SHEET G100.

NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED IN

WRITING BY THE CM. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER

THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY

CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON

AIRPORT PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE

CLEANUP OF ANY DEBRIS DEPOSITED ALONG ANY ROUTE USED AS A RESULT

OF THEIR CONSTRUCTION TRAFFIC.

17. THE CONTRACTOR SHALL FAMILIARIZE THEIR SUPERVISORS AND

EMPLOYEES WITH PAGE FIELD OPERATIONS AND SHALL CONDUCT THEIR

CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE EMERGENCY AIR

TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY AS SPECIFIED IN THE

CONTRACT DOCUMENTS.

18. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING

AROUND POTENTIALLY ENERGIZED UNDERGROUND OR ABOVE GROUND

ELECTRICAL UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR SITE

SAFETY AT ALL TIMES AND WILL CONFORM TO ALL OSHA, FAA, AND OTHER

FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS.

19. NO EQUIPMENT OR MATERIALS SHALL BE LEFT UNATTENDED ON AIRPORT

PROPERTY UNLESS WITHIN DESIGNATED STAGING AREAS UNLESS THE

CONTRACTOR RECEIVES PRIOR WRITTEN APPROVAL FROM THE CM.

20. PROTECT THE PUBLIC AND AIRCRAFT TRAFFIC AT ALL TIMES.

21. OPEN FLAMES, WELDING, OR TORCH CUTTING OPERATIONS ARE

PROHIBITED.

22. THE EMERGENCY NUMBER TO CALL FOR ANY INCIDENT OR EMERGENCY IS

(239) 590-4810. THIS NUMBER SHALL BE VERIFIED WITH THE CM.

23. THE CONTRACTOR SHALL PROVIDE AN APPROVED VACUUM TRUCK AT THE

START OF CONSTRUCTION TO VACUUM ALL PAVEMENTS AFFECTED BY

CONSTRUCTION AND ALL APPLICABLE HAUL ROUTES ON A DAILY BASIS. THE

VACUUM TRUCK SHALL REMAIN ON‑SITE IN FULL WORKING CONDITION FOR

THE DURATION OF THE PROJECT. IT SHALL BE AVAILABLE AT THE

DISCRETION OF AIRPORT OPERATIONS OR THE CM TO VACUUM PAVEMENT

AREAS ADJACENT TO AND WITHIN THE CONSTRUCTION ZONE, ENSURING

NO FOD IS PRESENT OR WITHIN 500 FEET OF ANY CONSTRUCTION AREA

24. ALL WASTE MATERIAL INCLUDING CONCRETE, ASPHALT RUBBLE/MILLINGS,

AND EXCAVATION WASTE MATERIAL, ETC. SHALL BE REMOVED DAILY FROM

THE CONSTRUCTION AREA AND SHALL BE DISPOSED OF LEGALLY OFF

AIRPORT PROPERTY. NO TEMPORARY STOCKPILES OF WASTE MATERIAL

WILL BE PERMITTED WITHIN THE CONSTRUCTION AREA OUTSIDE OF THE

APPROVED WORKING HOURS.

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T R A M

DECEMBER 2025

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N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 4_

C T

U T, A C C

A N

D S

N .d w g

Th ur sd ay

D ec em be r

4, :5

P M

D O

C U

G100 203400

TBD

C T

U T, A C C

A N

D S

NEP

JAR

NCM

0 700350175

GRAPHIC SCALE IN FEET

TAXILANE D

RUNWAY 13-31

NWAY

WAY

PHASE IV T-HANGARS

SOUTHWEST

RAMP SOUTHEAST

RAMP

SOUTH RAMP

L RAMP

WEST

RAMP

NORTH

RAMP

WAY

TAXIWAY E

TAXIWAY B

TAXIWAY E

TAXIWAY A3

DANLEY DRIVE

S C

A N

D A

U E

R O

P A R K W

A Y

PROJECT LIMITS

LEGEND

PROPERTY BOUNDARY LINE

CONTRACTOR STAGING AND

STOCKPILE AREA

ACCESS HAUL ROUTE

RUNWAY VISIBILITY ZONE

EXISTING BUILDINGS

NOTES

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

AS SPECIFIED AND APPROVED BY THE CM AND AIRPORT

OPERATIONS. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES

WITH THE APPROPRIATE OWNERS WHO HAVE JURISDICTION

OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE

MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED

TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF

THE CM UPON COMPLETION OF THE PROJECT. THE BEFORE

AND AFTER CONDITION OF THE ON-SITE HAUL ROUTES AND

STAGING AREA, SHALL BE JOINTLY INSPECTED, DETERMINED,

AND DOCUMENTED BY THE CONTRACTOR AND THE CM.

MISCELLANEOUS CONSTRUCTION AND RESTORATION

REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR

ACCESS POINTS TO THE CONTRACTOR'S STAGING AREA ON

THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE CM PRIOR

TO THE START OF THE WORK.

2. LIMITS OF WORK SHALL BE VERIFIED BY THE CONTRACTOR

AND CM PRIOR TO BEGINNING WORK. THE CONTRACTOR'S

VEHICLES AND EQUIPMENT SHALL BE RESTRICTED TO THE

CONSTRUCTION LIMITS, HAUL ROUTES, AND CONTRACTOR'S

STAGING AREA ONLY. NO VEHICLES ARE PERMITTED ON THE

ACTIVE AIRCRAFT OPERATIONS AREA (AOA) UNLESS

ESCORTED WITH PROPER IDENTIFICATION AND TRAINING.

DESIGNATED PARKING FOR THE CONTRACTOR'S EMPLOYEES'

VEHICLES SHALL BE RESTRICTED TO THE AREA SHOWN ON

THIS SHEET.

3. THE CONTRACTOR SHALL MARK HAUL ROUTES USING

DELINEATORS OR SIGNAGE AS APPROVED BY THE CM.

DELINEATORS SHALL BE SPACED EVERY 50 FEET AS DIRECTED

BY THE CM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE DEVICES AS REQUIRED.

4. THIS PROJECT MAY BE CONSTRUCTED IN CONJUNCTION WITH

OTHER AIRPORT PROJECTS. CONTRACTOR SHALL COORDINATE

WITH ALL OTHER CONTRACTORS ON-SITE AS REQUIRED TO

ENSURE SEAMLESS PROJECT SITE CONSTRUCTION AND

MINIMAL DISRUPTION TO AIRPORT OPERATIONS.

5. CONTRACTOR SHALL INSTALL A TEMPORARY GRAVEL ROAD

CONNECTION FROM GATE 21 TO CAPTAIN CHANNING PAGE DR.

CONTRACTOR SHALL ALSO REMOVE SIDEWALK AND CURB

ALONG TEMPORARY GRAVEL ROAD CONNECTION (USE FDOT #1

AGGREGATE). RESTORE THE ACCESS ROUTE TO

PRECONSTRUCTION CONDITION UPON PROJECT COMPLETION.

THE COST OF THIS WORK SHALL BE INCIDENTAL TO

CONSTRUCTION SAFETY, PHASING, AND SECURITY PAY ITEM

(C-106-1).

6. A GATE GUARD SHALL BE PROVIDED AT GATE 21 ALL TIMES

WHEN THE GATE IS OPENED OR UNLOCKED. GATE SHALL

REMAIN LOCKED EXCEPT DURING MAJOR HAULING

OPERATIONS.

PROPOSED ASPHALT

PAVEMENT

PROJECT AREA LIMITS

AIRPORT SECURITY FENCE

RVZ

GATE 21

GATE 20

GATE 19

BASE OPERATIONS

& AIRPORT

ADMINISTRATION

CROSSING GUARD LOCATION

1S T

S T

2N D

S T

3R D

S T

4T H

S T

5T H

S T

N AIRPORT ROAD

CENTER ROAD

SOUTH ROAD

CONTRACTOR EMPLOYEE

PARKING AREA

CAPTAIN CHANNING

PAGE DR

R S

GATE 21,

SEE NOTES 5 AND 6

INSET

TRUCKS

ENTERING

AND

EXITING

SEE INSET,

THIS SHEET

S AIRPORT RD

TRUCKS

ENTERING

AND

EXITING

ROFA

TOFA

RVZ

BRL

TOFA

PHASE 2

PHASE 1

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 5_

0- C O

N S

U C

O N

P H

A S

G P

.d w g Th ur sd ay

D ec em be r 4, :5 8:

D O

C U

G400 203400

TBD

O V

P H

A S

G P

NEP

JAR

NCM

LEGEND

0 1005025

PHASE 1

PHASE 2

FACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASE WORK ELEMENTS

INCLUDED

7AM - 5PM

GRAPHIC SCALE IN FEET

PROPOSED ASPHALT PAVEMENT

(BID ADDITIVE 1)

RUNWAY VISIBILITY ZONERVZ

RUNWAY SAFETY AREARSA

PHASE 1 LIMITS

PHASE 2 LIMITS

RUNWAY OBJECT FREE AREAROFA

BUILDING RESTRICTION LINEBRL

MON - SAT

7AM - 5PM

MON - SAT

CONTRACTOR STAGING AREA

EXISTING

WEST

RAMP

TOE OF SLOPE (TYP.)

TOP OF BANK (TYP.)

ACCESS HAUL ROUTE

GATE 21

AIRPORT SECURITY FENCEX

TAXIWAY OBJECT FREE AREATOFA

PROPOSED ASPHALT PAVEMENT

(BASE BID)

TAXIW

AY C

TAXIWAY C3

PHASE 4 WEST RAMP7 CALENDAR DAYS7AM - 5PM

MON - SAT

TIE-DOWN ANCHOR INSTALLATION,

SODDING, DEMOBILIZATION

PHASE 3 7 CALENDAR DAYS7AM - 5PM

MON - SAT

ASPHALT PAVING, SODDING

PHASE 5 WEST RAMPAS REQUIRED7AM - 5PM

MON - SAT

PAVEMENT MARKING (30 DAYS AFTER

ASPHALT PAVING IS COMPLETE)

PHASE 4 LIMITS

PHASE 3 LIMITSTOPSOIL STRIPPING, EXCAVATION,

SUBGRADE, TIE-IN MILLING, BASE

COURSE, ELECTRICAL DEMOLITION14 CALENDAR DAYS TAXIWAY C3, WEST RAMP

WEST RAMP28 CALENDAR DAYS

TOPSOIL STRIPPING, TIE-DOWN ANCHOR

DEMOLITION, EXCAVATION, SUBGRADE,

TIE-IN MILLING, BASE COURSE

TAXIWAY C3, WEST RAMP

ROFA

TOFA

RVZ

BRL

TOFA

PHASE 1

85.5'

' M

A X

35' (TYP.)

N:819646.13 E:699861.07

N:819666.28 E:699949.70

N:819420.32 E:700005.61

N:819253.75 E:699952.18

N:819537.47 E:699890.15

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 6_

1- M

A N

C E

O F

.d w g Th ur sd ay

D ec em be r 4, :5 9:

D O

C U

G401 203400

TBD

M A

A N

C E

O F

A N

H A S E

NEP

JAR

NCM

0 1005025

PHASE 1 WEST RAMP28 CALENDAR DAYS

GRAPHIC SCALE IN FEET

7AM - 5PM

MON - SAT

TOPSOIL STRIPPING, EXCAVATION,

SUBGRADE, TIE-IN MILLING, BASE

COURSE, TIE-DOWN ANCHOR DEMOLITION

EXISTING

WEST

RAMP

TOE OF SLOPE (TYP.)

TOP OF BANK (TYP.)

GATE 21

LEGEND

FACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASE WORK ELEMENTS

INCLUDED

RUNWAY VISIBILITY ZONERVZ

RUNWAY SAFETY AREARSA

PHASE 1 LIMITS

RUNWAY OBJECT FREE AREAROFA

BUILDING RESTRICTION LINEBRL

CONTRACTOR STAGING AREA

ACCESS HAUL ROUTE

AIRPORT SECURITY FENCEX

TAXIWAY OBJECT FREE AREATOFA

LOW-PROFILE BARRICADE

TAXIW

AY C

TAXIWAY C3

TEMPORARY SOIL TRACKING

PREVENTION DEVICE

NOTES:

1. ALL CLOSURES OF AIRFIELD PAVEMENTS ARE TO BE COORDINATED WITH THE AIRPORT OPERATIONS DESIGNEE A MINIMUM OF 7 DAYS PRIOR TO PROPOSED CLOSURE.

2. WORK SHALL BE SEQUENCED TO MINIMIZE THE IMPACT OF CONSTRUCTION TO AIRPORT OPERATIONS.

3. THE CONTRACTOR WILL BE REQUIRED TO HAVE BOTH A 2-WAY RADIO TO COMMUNICATE WITH CONSTRUCTION VEHICLES AND AN ATCT RADIO TO COMMUNICATE WITH GROUND CONTROL. ALL CROSSING GUARDS SHALL BE TRAINED IN ATCT GROUND COMMUNICATIONS.

4. PHASES ARE TO BE COMPLETED SEQUENTIALLY IN ORDER UNLESS OTHERWISE NOTED.

5. NO PARKED OR ACTIVE CONSTRUCTION EQUIPMENT OR STOCKPILE SHALL ENCROACH UPON THE RUNWAY VISUAL ZONE (RVZ) OR ANY TAXIWAY OBJECT FREE AREA (TOFA).

6. WORK LIMITS SHOWN ARE BASED ON AWARD OF BID SCHEDULE B: BASE BID + BID ADDITIVE 1. IF BID SCHEDULE A IS AWARDED REVISED PHASING SHEETS WILL BE

PROVIDED.

7. UPON COMPLETION OF PHASE 1 AND PRIOR TO TRANSITIONING TO PHASE 2, THE CONTRACTOR SHALL APPLY PRIME COAT TO THE EXPOSED LIMEROCK BASE COURSE TO MINIMIZE THE GENERATION OF FOD. THE CONTRACTOR REMAINS RESPONSIBLE FOR PREVENTING FOD IN PHASE 1 AND THROUGHOUT SUBSEQUENT PHASES OF WORK.

THE CM AND AIRFIELD OPERATIONS RETAIN SOLE AUTHORITY TO DETERMINE WHEN THE CONDITION OF THE LIMEROCK BASE COURSE IS INADEQUATE AND REQUIRES

CORRECTIVE ACTION.

EXISTING TIE-DOWN

MARKINGS (TYP)

ROFA

TOFA

RVZ

BRL

TOFA

PHASE 2

85.5'

' M

A X

15'

35' (TYP.)

102' (T

YP.)

N:819646.13 E:699861.07

N:819666.28 E:699949.70

N:819420.32 E:700005.61

N:819253.75 E:699952.18

N:819537.47 E:699890.15

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 6_

1- M

A N

C E

O F

.d w g Th ur sd ay

D ec em be r 4, :5 9:

D O

C U

G402 203400

TBD

M A

A N

C E

O F

A N

H A S E

NEP

JAR

NCM

LEGEND

0 1005025

PHASE 2

FACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASE WORK ELEMENTS

INCLUDED

TOPSOIL STRIPPING, EXCAVATION,

SUBGRADE COMPACTION, BASE COURSE,

ELECTRICAL DEMOLITION

7AM - 5PM 14 CALENDAR DAYS

GRAPHIC SCALE IN FEET

TAXIWAY C3, WEST RAMP

RUNWAY VISIBILITY ZONERVZ

RUNWAY SAFETY AREARSA

PHASE 2 LIMITS

RUNWAY OBJECT FREE AREAROFA

BUILDING RESTRICTION LINEBRL

MON - SAT

CONTRACTOR STAGING AREA

EXISTING

WEST

RAMP

TOE OF SLOPE (TYP.)

TOP OF BANK (TYP.)

ACCESS HAUL ROUTE

GATE 21

AIRPORT SECURITY FENCEX

TAXIWAY OBJECT FREE AREATOFA

LOW-PROFILE BARRICADE

TAXIW

AY C

TAXIWAY C3

TEMPORARY SOIL TRACKING

PREVENTION DEVICE

CONSTRUCTED LIMEROCK

BASE COURSE

COMPLETED LIMEROCK

BASE COURSE

COMPLETED

TIE-IN MILL

EXISTING TIE-DOWN

MARKINGS (TYP)

NOTES:

1. ALL CLOSURES OF AIRFIELD PAVEMENTS ARE TO BE COORDINATED WITH THE AIRPORT OPERATIONS DESIGNEE A MINIMUM OF 7

DAYS PRIOR TO PROPOSED CLOSURE.

2. WORK SHALL BE SEQUENCED TO MINIMIZE THE IMPACT OF CONSTRUCTION TO AIRPORT OPERATIONS.

COMMUNICATIONS.

4. PHASES ARE TO BE COMPLETED SEQUENTIALLY IN ORDER UNLESS OTHERWISE APPROVED BY THE CM.

5. NO PARKED OR ACTIVE CONSTRUCTION EQUIPMENT OR STOCKPILE SHALL ENCROACH UPON THE RUNWAY VISUAL ZONE (RVZ)

OR ANY TAXIWAY OBJECT FREE AREA (TOFA).

6. WORK LIMITS SHOWN ARE BASED ON AWARD OF BID SCHEDULE B: BASE BID + BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS WILL BE PROVIDED.

ROFA

TOFA

RVZ

BRL

TOFA

85.5'

' M

A X

N:819646.13 E:699861.07

N:819666.28 E:699949.70

N:819420.32 E:700005.61

N:819253.75 E:699952.18

PHASE 3

15'

N:819537.47 E:699890.15

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 6_

1- M

A N

C E

O F

.d w g Th ur sd ay

D ec em be r 4, :5 9:

D O

C U

G403 203400

TBD

M A

A N

C E

O F

A N

H A S E

NEP

JAR

NCM

0 1005025

PHASE 3 TAXIWAY C3, WEST RAMP7 CALENDAR DAYS

GRAPHIC SCALE IN FEET

7AM - 5PM

MON - SAT

ASPHALT PAVING, SODDING

EXISTING

WEST

RAMP

TOE OF SLOPE (TYP.)

TOP OF BANK (TYP.)

GATE 21

LEGEND

FACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASE WORK ELEMENTS

INCLUDED

RUNWAY VISIBILITY ZONERVZ

RUNWAY SAFETY AREARSA

PHASE 3 LIMITS

RUNWAY OBJECT FREE AREAROFA

BUILDING RESTRICTION LINEBRL

CONTRACTOR STAGING AREA

ACCESS HAUL ROUTE

AIRPORT SECURITY FENCEX

TAXIWAY OBJECT FREE AREATOFA

LOW-PROFILE BARRICADE

CONSTRUCTED LIMEROCK

BASE COURSE

TAXIW

AY C

TAXIWAY C3

TEMPORARY SOIL TRACKING

PREVENTION DEVICE

COMPLETED LIMEROCK

BASE COURSE

COMPLETED

TIE-IN MILL

EXISTING TIE-DOWN

MARKINGS (TYP)

NOTES:

1. ALL CLOSURES OF AIRFIELD PAVEMENTS ARE TO BE COORDINATED WITH THE AIRPORT OPERATIONS DESIGNEE A MINIMUM OF 7

DAYS PRIOR TO PROPOSED CLOSURE.

2. WORK SHALL BE SEQUENCED TO MINIMIZE THE IMPACT OF CONSTRUCTION TO AIRPORT OPERATIONS.

COMMUNICATIONS.

4. PHASES ARE TO BE COMPLETED SEQUENTIALLY IN ORDER UNLESS OTHERWISE APPROVED BY THE CM.

5. NO PARKED OR ACTIVE CONSTRUCTION EQUIPMENT OR STOCKPILE SHALL ENCROACH UPON THE RUNWAY VISUAL ZONE (RVZ)

OR ANY TAXIWAY OBJECT FREE AREA (TOFA).

6. WORK LIMITS SHOWN ARE BASED ON AWARD OF BID SCHEDULE B: BASE BID + BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS WILL BE PROVIDED.

ROFA

TOFA

RVZ

BRL

TOFA

85.5'

' M

A X

N:819646.13 E:699861.07

N:819666.28 E:699949.70

N:819420.32 E:700005.61

N:819253.75 E:699952.18

N:819537.47 E:699890.15

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 6_

1- M

A N

C E

O F

.d w g Th ur sd ay

D ec em be r 4, :5 9:

D O

C U

G404 203400

TBD

M A

A N

C E

O F

A N

H A S E

NEP

JAR

NCM

0 1005025

PHASE 4 WEST RAMP7 CALENDAR DAYS

GRAPHIC SCALE IN FEET

7AM - 5PM

MON - SAT

TIE-DOWN ANCHOR INSTALLATION,

SODDING

EXISTING

WEST

RAMP

TOE OF SLOPE (TYP.)

TOP OF BANK (TYP.)

GATE 21

LEGEND

NOTES:

1. ALL CLOSURES OF AIRFIELD PAVEMENTS ARE TO BE COORDINATED WITH THE AIRPORT OPERATIONS DESIGNEE A MINIMUM OF 7

DAYS PRIOR TO PROPOSED CLOSURE.

2. WORK SHALL BE SEQUENCED TO MINIMIZE THE IMPACT OF CONSTRUCTION TO AIRPORT OPERATIONS.

COMMUNICATIONS.

4. PHASES ARE TO BE COMPLETED SEQUENTIALLY IN ORDER UNLESS OTHERWISE APPROVED BY THE CM.

5. NO PARKED OR ACTIVE CONSTRUCTION EQUIPMENT OR STOCKPILE SHALL ENCROACH UPON THE RUNWAY VISUAL ZONE (RVZ)

OR ANY TAXIWAY OBJECT FREE AREA (TOFA).

6. WORK LIMITS SHOWN ARE BASED ON AWARD OF BID SCHEDULE B: BASE BID + BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS WILL BE PROVIDED.

FACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASE WORK ELEMENTS

INCLUDED

RUNWAY VISIBILITY ZONERVZ

RUNWAY SAFETY AREARSA

PHASE 4 LIMITS

RUNWAY OBJECT FREE AREAROFA

BUILDING RESTRICTION LINEBRL

CONTRACTOR STAGING AREA

ACCESS HAUL ROUTE

AIRPORT SECURITY FENCEX

TAXIWAY OBJECT FREE AREATOFA

LOW-PROFILE BARRICADE

CONSTRUCTED ASPHALT

PAVEMENT

TAXIW

AY C

TAXIWAY C3

TEMPORARY SOIL TRACKING

PREVENTION DEVICE

COMPLETED

ASPHALT

PAVEMENT

EXISTING

TIE-DOWN (TYP)

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 7-

C O

N S

U C

O N

P H

A S

G D

S .d w g

Th ur sd ay

D ec em be r

4, :5

P M

D O

C U

BARRICADE SHALL BE CENTERED ON

TAXILANE, TAXIWAY OR RUNWAY

CENTERLINE

STANDARD SOLAR-POWERED (OR

BATTERY-POWERED) 3-WAY 6

VOLT BARRICADE LIGHT WITH RED

LENS

ORANGE MOLDED BODY WITH

HIGHLY REFLECTIVE DIAGONAL,

ALTERNATING ORANGE AND WHITE

STRIPES

8'-0" (TYP.)

NOTES

1. MAXIMUM TOTAL HEIGHT OF BARRICADES SHALL NOT BE MORE THAN 18 INCHES.

2. TYPICAL BARRICADE SHALL BE PLACED, ALONG THE LIMITS OF THE PHASES OF WORK, AS SHOWN IN THESE PLANS TO DELINEATE THE CONTRACTOR'S WORK AREAS AND CLOSED RUNWAYS/TAXIWAYS/TAXILANES.

3. BARRICADES SHALL BE WATERFILLED TO SECURE AGAINST JET BLAST.

4. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A DAILY BASIS.

BARRICADES SHALL BE REPAINTED WHEN DEEMED APPROPRIATE BY THE CM. ALL LIGHT FIXTURES SHALL BE IN GOOD WORKING ORDER AND SHALL BE CHECKED BY THE CM. EACH BARRICADE MUST HAVE BOTH LIGHTS OPERATIONAL AT ALL TIMES. CONTRACTOR SHALL INSPECT ON A DAILY BASIS BEFORE THE CONTRACTOR

CEASES OPERATIONS FOR THE DAY.

5. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE EACH WEEK AND THE CONTRACTOR SHALL SWEEP THE ACCUMULATED DEBRIS AND REMOVE AND DISPOSE OF THE DEBRIS OFFSITE IN A LEGAL MANNER. THE

BARRICADES SHALL THEN BE RETURNED TO THE APPROPRIATE LOCATION.

6. CAUTION LIGHTS SHALL BE RED IN COLOR AND FLASHING DURING HOURS OF DARKNESS.

7. ALL LOW PROFILE BARRICADES ARE TO BE PLACED AT A MAXIMUM SPACING OF 4 FEET END TO END.

8. THE CONTRACTOR MAY SUBSTITUTE AN APPROVED EQUAL LOW PROFILE BARRICADE GENERALLY

CONFORMING TO THE ABOVE DETAILS AND CONFORMING TO THE SPECIFICATIONS.

9. COST OF FURNISHING AND MAINTAINING BARRICADES SHALL BE INCLUDED IN THE CONTRACTORS BID UNIT

COST FOR ITEM C-106-1.

10. CONTRACTOR SHALL SEPARATE THE CONSTRUCTION SITE AND AREAS IN WHICH NO PART OF AN AIRCRAFT MAY ENTER BY USING LOW-PROFILE BARRICADES THAT ARE MARKED WITH DIAGONAL, ALTERNATING

ORANGE AND WHITE STRIPES AND RED LIGHTS.

36"

NOTES

1. VEHICULAR MARKINGS: CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE

MARKED WITH CHECKERED FLAGS AND/OR LIGHTED WITH FLASHING

BEACONS TO COMPLY WITH REQUIREMENTS OF FAA AC 150/5210-5D.

A) ALL CONSTRUCTION EQUIPMENT, SUCH AS DOZERS, BACKHOES,

GRADERS, END LOADERS, PANS, OFF-ROAD ARTICULATED DUMP

TRUCKS, TRADITIONAL DUMP TRUCKS STATIONED ON-SITE, PAVING

TRAIN EQUIPMENT, MILLING EQUIPMENT, AND SIMILAR EQUIPMENT,

SHALL BE MARKED WITH AN ORANGE/WHITE CHECKERED FLAG

ATTACHED TO THE HIGHEST STATIONARY PART OF THE PIECE OF

EQUIPMENT; ALL CONSTRUCTION EQUIPMENT OPERATING AT NIGHT OR

LOW VISIBILITY CONDITIONS SHALL BE LIGHTED WITH A YELLOW

FLASHING BEACON.

B) ALL OTHER CONSTRUCTION-RELATED VEHICLES, SUCH AS

SUPERVISOR'S VEHICLES, EQUIPMENT MAINTENANCE AND SUPPORT

VEHICLES (STEP VANS, ONE-TON PICK-UPS, ETC.), DUMP TRUCKS THAT

TRANSPORT MATERIALS BETWEEN OFF-SITE AND ON-SITE LOCATIONS,

AND SIMILAR EQUIPMENT, SHALL BE LIGHTED WITH A YELLOW FLASHING

BEACON THAT IS VISIBLE DURING BOTH LOW VISIBILITY AND DAYLIGHT

CONDITIONS AND MARKED WITH PERMANENT OR MAGNETIC PLACARDS

IDENTIFYING THE COMPANY NAME ON BOTH SIDES OF THE VEHICLE.

2. THE FLAG SHALL BE A 3 FOOT SQUARE HAVING A CHECKERED PATTERN OF

ORANGE AND WHITE SQUARES AT LEAST 1 FOOT ON EACH SIDE.

3. THE COST OF FLAGS AND FLAGGER OPERATIONS SHALL BE CONSIDERED

INCIDENTAL TO PAY ITEM ITEM C-106-1.

G451 203400

TBD

NEP

JAR

NCM

C O

N S

U C

O N

P H

A S

G D

LOW-PROFILE BARRICADES1 SCALE: NTS

CONSTRUCTION SAFETY CHECKERED FLAG2 SCALE: NTS

TSA

TOFA

RVZ

BRL

B-11

B-12

B-10

B-14

B-13

L-15

TAXIWAY E

TOP OF BANK

TOE OF SLOPE

TOP OF BANK

TOE OF SLOPE

EXISTING EDGE OF

PAVEMENT

EXISTING

HELICOPTER PAD

EXISTING

WEST

RAMP

EXISTING EDGE

OF PAVEMENT

EXISTING AIRCRAFT TIE DOWN

ANCHOR TO BE REMOVED

(DETAIL 4 - SHEET C451, TYP.)

CONTRACTOR TO SEAL COAT

PAVEMENT FOLLOWING

PAVEMENT MARKING REMOVAL

EXISTING TIE-DOWN

MARKING (TYP.)

DEMOLIITION POINT TABLE

POINT #

NORTHING

819618.82

819648.32

819671.81

819539.11

819020.89

EASTING

699732.87

699726.37

699856.04

699891.55

700004.97

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 8_

N G

C O

N D

N S A

N D

S O

O R

G P

S .d w g

Th ur sd ay

D ec em be r

4, :5

P M

D O

C U

G C

O N

S O

O R

A N

D D

O N

F 2)

C201 203400

TBD

NEP

JAR

NCMC201

KEY MAP

C202

603015

M A

N E, S

S H

SURVEY

CONTROL

POINT

NORTHING EASTING ELEVATION DESCRIPTION L.B. NO.

12 819251.83 699970.93 11.56 IRS TRAV 58 7203

13 819641.44 699813.84 11.70 IRS TRAV 58 7203

GRAPHIC SCALE IN FEET

NOTES:

1. SEE SHEETS C251-C252 FOR SOIL BORING

PROFILES.

2. FOR ADDITIONAL INFORMATION

REGARDING TESTING SAMPLES REFER TO

GEOTECHNICAL REPORT.

3. SEE ELECTRICAL SHEETS FOR ASSOCIATED

ELECTRICAL DEMOLITION WORK.

4. WORK LIMITS SHOWN ARE BASED ON

AWARD OF BID SCHEDULE B: BASE BID +

BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS

WILL BE PROVIDED.

LEGEND

REMOVE EXISTING

PAVEMENT MARKING

ASPHALT MILL-TIE

DETAIL 2, SHEET C451

TOPSOIL STRIPPING

L-XX

DCP TEST LOCATIONSB-XX

SURVEY CONTROL POINTXX

PAVEMENT CORE TEST

LOCATIONS

RUNWAY VISIBILITY ZONERVZ

BUILDING RESTRICTION LINEBRL

REMOVE EXISTING

TIE-DOWN ANCHOR

RVZ

TOFA

B-16/CBR-1

B-17

B-18

L-19 B-20

L-21

EXISTING EDGE OF

PAVEMENT

EXISTING EDGE OF

PAVEMENT

EXISTING

NON-MOVEMENT

AREA BOUNDARY

MARKINGS

EXISTING TAXIWAY

CENTERLINE MARKINGS EXISTING EDGE

OF PAVEMENT

TOP OF BANK

TOE OF SLOPE

EXISTING

WEST

RAMP

TAXIWAY C3

EXISTING AIRCRAFT TIE-DOWN

ANCHOR TO BE REMOVED

(DETAIL 4 - SHEET C451, TYP.)

CONTRACTOR TO SEAL COAT

PAVEMENT FOLLOWING

PAVEMENT MARKING REMOVAL

EXISTING TIE-DOWN

MARKING (TYP.)

DEMOLIITION POINT TABLE

POINT #

NORTHING

818683.26

818690.48

818637.87

818632.94

818625.12

818595.00

EASTING

699919.09

699931.12

699786.42

699783.82

699784.84

699735.04

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 8_

N G

C O

N D

N S A

N D

S O

O R

G P

S .d w g

Th ur sd ay

D ec em be r

4, 1:

D O

C U

C202 203400

TBD

NEP

JAR

NCM

M A

N E, S

S H

C201

KEY MAP

C202

G C

O N

S O

O R

A N

D D

O N

F 2)

LEGEND

NOTES:

1. SEE SHEETS C251-C252 FOR SOIL BORING

PROFILES.

2. FOR ADDITIONAL INFORMATION REGARDING

TESTING SAMPLES REFER TO

GEOTECHNICAL REPORT.

3. SEE ELECTRICAL SHEETS FOR ASSOCIATED

ELECTRICAL DEMOLITION WORK.

4. WORK LIMITS SHOWN ARE BASED ON

AWARD OF BID SCHEDULE B: BASE BID +

BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS WILL

BE PROVIDED.

RUNWAY VISIBILITY ZONERVZ

RUNWAY SAFETY AREARSA

RUNWAY OBJECT FREE AREAROFA

L-XX

DCP TEST LOCATIONSB-XX

SURVEY CONTROLXX

PAVEMENT CORE TEST

LOCATIONS

TAXIWAY OBJECT FREE AREATOFA

REMOVE EXISTING

PAVEMENT MARKING

ASPHALT MILL-TIE

DETAIL 2, SHEET C451

TOPSOIL STRIPPING

REMOVE EXISTING

TIE-DOWN ANCHOR

GRAPHIC SCALE IN FEET

15 30 60

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 9_

0- S O

O R

G P

R O

S .d w g

Th ur sd ay

D ec em be r

4, 1:

D O

C U

C251 203400

TBD

S O

O R

G P

R O

F 2)

NEP

JAR

TGS

B10 11/14/2024

Y.PINO

AUTO

B-57 26.58817 -81.865931

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

BORING TERMINATED

AT DEPTH OF 10FT

B11 11/14/2024

Y.PINO

AUTO

B-57 26.588622 -81.866583

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN LIMESTONE

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

50/4"

B12 11/14/2024

Y.PINO

AUTO

B-57 26.588483 -81.866319

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND WITH

LIMEROCK (FILL)

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

B13 11/13/2024

Y.PINO

AUTO

B-57 26.587603 -81.865892

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SILTY SAND

WITH LIMEROCK (FILL)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

B14 11/14/2024

Y.PINO

AUTO

B-57 26.587865 -81.866103

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

B16 11/13/2024

Y.PINO

AUTO

B-57 26.58728 -81.865946

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

LIGHT BROWN LIMESTONE

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

50/5"

50/4"

B17 11/13/2024

Y.PINO

AUTO

B-57 26.586791 -81.866048

TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND WITH

SILT / WOOD (SP-SM)

BROWN SAND WITH WOOD

TRACE SHELL (SP)

LIGHT BROWN SAND TRACE

LIMESTONE TRACE SHELL (SP)

B18 11/13/2024

Y.PINO

AUTO

B-57 26.586428 -81.866049

TOPSOIL

LIGHT BROWN SAND WITH

LIMEROCK (FILL)

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND

TRACE LIMESTONETRACE SHELL (SP)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

N TOPSOIL

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND

WITH LIMEROCK (FILL)

LIGHT BROWN SAND

WITH LIMESTONETRACE SHELL (FILL)

B23 11/13/2024

Y.PINO

AUTO

B-57 26.585354 -81.867134

TOPSOIL

LIGHT BROWN SAND

WITH LIMEROCK (FILL)

LIGHT BROWN SAND (SP)

LIGHT BROWN SAND WITH

LIMESTONE TRACE SHELL (FILL)

B25 11/13/2024

Y.PINO

AUTO

B-57 26.585414 -81.867896

TOPSOIL

LIGHT BROWN SAND WITH LIMEROCK (FILL)

LIGHT BROWN SAND (SP)

BROWN SILTY SAND TRACE LIMESTONETRACE SHELL (SM)

LIGHT BROWN SAND TRACE LIMESTONETRACE SHELL (SP)

BROWN SILTY SAND TRACE LIMESTONETRACE SHELL (SM)

EPTH

(FEET)

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

ASPHALT/TOPSOIL

GRAVELLY SAND

SAND

SILTY SAND

LIMESTONE HARD

NOTES

1. STRATA BOUNDARIES ARE APPROXIMATE AND MAY

VARY BETWEEN OR AWAY FROM BORING LOCATIONS.

2. DEPTH SHOWN ARE IN FEET FROM EXISTING GROUND

SURFACE.

3. SPT N-VALUES SHOWN ABOVE WERE OBTAINED

USING AUTOMATIC HAMMERS. GENERALLY DESIGN

CORRELATIONS AND PROGRAMS USE SAFETY

HAMMERS N-VALUES. HENCE, THE ABOVE N-VALUES

NEED TO BE MULTIPLIED BY 1.24 TO OBTAIN

EQUIVALENT SAFETY HAMMER N-VALUES FOR

DESIGN PURPOSE.

4. THE LIMESTONE STRATA ENCOUNTERED WITHIN THE

PROJECT SITE CORRESPOND TO ROCK FORMATION

THAT TYPICALLY OFFER HIGH RESISTANCE TO

EXCAVATION AND DRILLING. SPECIAL EQUIPMENT

AND BREAKING TOOLS ARE TYPICALLY REQUIRED TO

EXCAVATE AND DRILL WITHIN THESE LIMESTONE

LAYERS. THESE LIMESTONE LAYERS ARE ALSO

DIFFICULT TO DEWATER DUE TO ITS HIGH POROSITY

AND PERMEABILITY.

5. THE SAND STRATA ENCOUNTERED IN THIS AREA IS

SOMETIMES MIXED WITH CEMENTED SAND AND

LIMESTONE THAT COULD OFFER HIGH RESISTANCE

AND LEAD TO CAVING SOILS. SPECIAL EQUIPMENT

AND/OR PROCEDURES MAY BE REQUIRED TO

EXCAVATE AND STABILIZE EXCAVATIONS.

6. SEASONAL HIGH GROUNDWATER TABLE (SHGWT)

ESTIMATED AT APPROXIMATELY 1 FOOT BELOW

EXISTING GRADE. THIS ELEVATION SHOULD BE USED

FOR DESIGN CONSIDERATIONS.

ENCOUNTERED WATER TABLE DURING DRILLING

NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12" PENETRATION. (UNLESS

OTHERWISE NOTED.)

LEGEND

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

BORE #

DATE

DRILLER

HAMMER

RIG

LATITUDE

LONGITUDE

B20 11/13/2024

Y.PINO

AUTO

B-57 26.585878 -81.866368

EPTH

(FEET)

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

BORING TERMINATED

AT DEPTH OF 10FT

SANDY SILT

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\0 9_

0- S O

O R

G P

R O

S .d w g

Th ur sd ay

D ec em be r

4, 1:

D O

C U

C252 203400

TBD

S O

O R

G P

R O

F 2)

NEP

JAR

TGS

L-15 11/12/2024 26.587473 -81.866211

4" ASPHALT

6" LIMEROCK BASE

9" STABILIZED SUBGRADE

EPTH

(FEET)

ASPHALT/TOPSOIL

LIMEROCK BASE

STABILIZED SUBGRADE

LEGEND

BORE #

DATE

LATITUDE

LONGITUDE

L-19 11/12/2024 26.586142 -81.866453

4.6" ASPHALT

7" LIMEROCK BASE

9" STABILIZED SUBGRADE

BORE #

DATE

LATITUDE

LONGITUDE

L-21 11/12/2024 26.585453 -81.866741

4.9" ASPHALT

6.5" LIMEROCK BASE

BORE #

DATE

LATITUDE

LONGITUDE

NOTES

1. STRATA BOUNDARIES ARE APPROXIMATE AND MAY

VARY BETWEEN OR AWAY FROM BORING LOCATIONS.

2. DEPTH SHOWN ARE IN FEET FROM EXISTING GROUND

SURFACE.

3. SPT N-VALUES SHOWN ABOVE WERE OBTAINED

USING AUTOMATIC HAMMERS. GENERALLY DESIGN

CORRELATIONS AND PROGRAMS USE SAFETY

HAMMERS N-VALUES. HENCE, THE ABOVE N-VALUES

NEED TO BE MULTIPLIED BY 1.24 TO OBTAIN

EQUIVALENT SAFETY HAMMER N-VALUES FOR

DESIGN PURPOSE.

4. THE LIMESTONE STRATA ENCOUNTERED WITHIN THE

PROJECT SITE CORRESPOND TO ROCK FORMATION

THAT TYPICALLY OFFER HIGH RESISTANCE TO

EXCAVATION AND DRILLING. SPECIAL EQUIPMENT

AND BREAKING TOOLS ARE TYPICALLY REQUIRED TO

EXCAVATE AND DRILL WITHIN THESE LIMESTONE

LAYERS. THESE LIMESTONE LAYERS ARE ALSO

DIFFICULT TO DEWATER DUE TO ITS HIGH POROSITY

AND PERMEABILITY.

5. THE SAND STRATA ENCOUNTERED IN THIS AREA IS

SOMETIMES MIXED WITH CEMENTED SAND AND

LIMESTONE THAT COULD OFFER HIGH RESISTANCE

AND LEAD TO CAVING SOILS. SPECIAL EQUIPMENT

AND/OR PROCEDURES MAY BE REQUIRED TO

EXCAVATE AND STABILIZE EXCAVATIONS.

6. SEASONAL HIGH GROUNDWATER TABLE (SHGWT)

ESTIMATED AT APPROXIMATELY 1 FOOT BELOW

EXISTING GRADE. THIS ELEVATION SHOULD BE USED

FOR DESIGN CONSIDERATIONS.

ROFA

TOFA

RVZ

BRL

±60'

TOP OF BANK

TOE OF SLOPE

TOP OF BANK

TOE OF SLOPE

EXISTING

WEST

RAMP

XIW

AY E

EXISTING TIE-DOWN

MARKINGS (TYP)

PAVEMENT GEOMETRY POINT TABLE

POINT #

NORTHING

819617.18

819637.76

819642.09

EASTING

699731.47

699824.34

699843.87

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\1 0_

R Y

A N

S .d w g

Th ur sd ay

D ec em be r

4, 1:

D O

C U

C401 203400

TBD

R Y

A N

(1 O

F 2)

NEP

JAR

NCM

0 603015

M A

N E, S

S H

LEGEND

PROPOSED ASPHALT PAVEMENT

(ADDITIVE 1), DETAIL 1, C451

C401

KEY MAP

C402

RUNWAY VISIBILITY ZONERVZ

BUILDING RESTRICTION LINEBRL

PROPOSED ASPHALT

MILL-TIE, DETAIL 2, C451

PROPOSED SOD,

ARGENTINE BAHIA

GRAPHIC SCALE IN FEET

PROPOSED ASPHALT PAVEMENT

(BASE BID), DETAIL 1, C451

NOTES:

1. WORK LIMITS SHOWN ARE BASED ON

AWARD OF BID SCHEDULE B: BASE BID +

BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS

WILL BE PROVIDED.

RVZ

TOFA

±84'

TOP OF BANK

TOE OF SLOPE

EXISTING

WEST

RAMP

TAXIWAY C3

TAXIW

AY C

±57'

±79'

EXISTING TIE-DOWN

MARKINGS (TYP)

R=55'

RADIUS CENTER

N:818606.03 E:699787.47

PAVEMENT GEOMETRY POINT TABLE

POINT #

NORTHING

819014.51

818967.97

818697.86

818659.04

EASTING

699982.91

699972.74

699914.73

699772.68

0 603015

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

R Ex p&

s A 3D

R eh ab -D es ig n\ C A D

D -d w g

R E xp an si on

\1 0_

R Y

A N

S .d w g

Th ur sd ay

D ec em be r

4, 1:

D O

C U

C402 203400

R Y

A N

(2 O

F 2)

NEP

JAR

NCM

M A

N E, S

S H

C401

KEY MAP

C402

TBD

GRAPHIC SCALE IN FEET

LEGEND

PROPOSED ASPHALT PAVEMENT

(ADDITIVE 1), DETAIL 1, C451

RUNWAY VISIBILITY ZONERVZ

BUILDING RESTRICTION LINEBRL

PROPOSED ASPHALT

MILL-TIE, DETAIL 2, C451

PROPOSED SOD,

ARGENTINE BAHIA

PROPOSED ASPHALT PAVEMENT

(BASE BID), DETAIL 1, C451

TAXIWAY OBJECT FREE AREA

RUNWAY SAFETY AREARSA

RUNWAY OBJECT FREE AREAROFA

TOFA

NOTES:

1. WORK LIMITS SHOWN ARE BASED ON

AWARD OF BID SCHEDULE B: BASE BID +

BID ADDITIVE 1. IF BID SCHEDULE A IS

AWARDED REVISED PHASING SHEETS

T R A M

DECEMBER 2025

, F

N o.

N S

D A

C R

N B Y

C T

N A M

S H

DESIGNED:

DRAWN:

CHECKED:

LCPA NO.:

JOB NO.:

DATE:

SHEET NO.:Y:

\P ro je ct s\

Le e

C ou nt y

Po rt

A ut ho ri ty

\P ag e Fi el d

(F M

Y) \2

0_ C A

_F M

Y W

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File details come from the government source that posted it. Updated Apr 20, 2026.