PREPARED BY:

TAMPA, FL 33634

5550 W. IDLEWILD AVENUE, SUITE 115

(813) 330-2704

CERTIFICATE OF AUTHORIZATION NO.: 30862

DRAWING INDEX

DWG. No. DESCRIPTION

C3.1

G0.0

LOCATION MAP

OCALA, FLORIDA

VICINITY MAP

RUNWAY 36 RSA GRADING

AT

BID DOCUMENTS

PROJECT

LOCATION

G2.0

EXISTING CONDITIONS

COVER SHEET

GENERAL NOTES

FDOT FINANCIAL PROJECT NO.: 457809-1-94-01

FAA FUNDING NO.: 3-12-0055-038-2026

CITY OF OCALA PROJECT NO: AIR/260692

G1.0 PROJECT LAYOUT PLAN & HAUL ROUTES

MARK MORLEY, FL P.E. NO. 59813

G3.1-G3.2 CONSTRUCTION SAFETY & PHASING PLAN, NOTES AND DETAILS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE ABOVE SHEETS IN ACCORDANCE WITH RULE 61615-23.004, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

C5.1 GRADING AND DRAINAGE PLAN

DRAWING INDEX (ELECTRICAL)

THE BELOW NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE ABOVE SHEETS IN ACCORDANCE WITH RULE 61615-23.004, F.A.C.

SHEET. No. DESCRIPTION

AIRFIELD ELECTRICAL LEGEND AND NOTESE0.1

MALSR MODIFICATION PLAN E1.1

MALSR PROFILE PLANE2.1

STATION 08 FOUNDATION AND STRUCTURE DETAILSE3.1

C6.1 PLAN & PROFILE

DOUG HAMBRECHT, FL P.E. NO. 57145

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE ABOVE SHEETS IN ACCORDANCE WITH RULE 61615-23.004, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

C1.0 KEY SHEET

C2.0 SURVEY CONTROL PLAN

C4.1 DEMOLITION PLAN

C7.1 SODDING PLAN

STATION 08 ELECTRICAL DETAILSE3.0

AutoCAD SHX Text Phone: 811

AutoCAD SHX Text Sunshine State One Call of Florida, Inc.

AutoCAD SHX Text It's the Law!

AutoCAD SHX Text Call 48 hours

AutoCAD SHX Text before you dig

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Daytona

AutoCAD SHX Text Gainesville

AutoCAD SHX Text Palm Beach

AutoCAD SHX Text Miami

AutoCAD SHX Text Lauderdale

AutoCAD SHX Text Titusville

AutoCAD SHX Text Tampa

AutoCAD SHX Text Key West

AutoCAD SHX Text Fort Myers

AutoCAD SHX Text Vero Beach

AutoCAD SHX Text Pensacola

AutoCAD SHX Text Tallahassee

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APPROXIMATE SCALE IN MILES

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NORTH

AutoCAD SHX Text Orlando

AutoCAD SHX Text West

AutoCAD SHX Text Fort

AutoCAD SHX Text 737-300

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NORTH

AutoCAD SHX Text 1" = 1000'

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OCALA INTERNATIONAL AIRPORT

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OCALA INTERNATIONAL AIRPORT

AIR

RELEASE

VALVE

2'x2' CONC.

DUCT

2'x2' CONC.

DUCT

2'x2' CONC. DUCT

2'x2' CONC. DUCT

2'x2' CONC.

DUCT

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DUCT

2'x2' CABLE DUCT

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LIGHTS

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TELEPHONE

BOX

ELECTRIC

BOX

PROJECT LIMITS

ACCESS GATE

STAGING AREA

EQUIPMENT,

MATERIALS,

AND POVs

A-13

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CONTRACTOR'S HAUL ROUTE

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

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APRIL 2026

RUNWAY 36 RSA GRADING

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26-031

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

JM MA

APRIL 2026

RUNWAY 36 RSA GRADING

341-334-000-000-09-33173

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GENERAL NOTES

GENERAL NOTES

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

WITH ARTICLE 50-06 OF THE GENERAL PROVISIONS OF THE CONTRACT DOCUMENTS. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASUREMENTS

THAT MAY BE REQUIRED TO LAY OUT THE CONSTRUCTION. THE COST OF STAKING WILL

NOT BE PAID FOR DIRECTLY AND SHALL BE INCLUDED IN THE UNIT PRICES FOR THE

VARIOUS ITEMS OF WORK.

2. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH

AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. NO BURNING IS ALLOWED ON SITE.

ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE.

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

SUBMITTING BID. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY VARIATIONS

FROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS.

4. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.

5. AIRFIELD PAVEMENTS 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 AIRFIELD PAVEMENT INSPECTION WILL BE PLANNED

BY THE CONTRACTOR, AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE.

SWEEPERS ARE TO BE EQUIPPED WITH NON-METALLIC BROOMS.

6. ALL NON-PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED

BY THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD,

STAGING AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION

AND GRASSED PER ITEM T-901 UPON COMPLETION OF THE PROJECT.

7. ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS,

APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THE

APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THE

CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS USING INDUSTRY STANDARD

PRACTICES AND MATERIALS.

8. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES.

NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.

9. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT

LINES, 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.

10. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OF

THIS PROJECT.

11. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL RULES

AND REGULATIONS OF THE CITY, COUNTY, STATE, ARMY CORPS OF ENGINEERS, AND ANY

OTHER JURISDICTIONAL AGENCIES, AND ALL CONDITIONS SET FORTH IN ENVIRONMENTAL

PERMITS.

12. 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.

13. ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER,

WHOSE DECISION SHALL BE FINAL.

14. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.

15. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS

OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCTION AND DEMOLITION

DEBRIS SHALL BE LEGALLY DISPOSED OF OFF AIRPORT PROPERTY.

16. THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE

OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS.

17. ALL CONSTRUCTION WITHIN A RESTRICTED AREA SHALL BE PERFORMED IN SUCH A

MANNER THAT, AT THE END OF THE CLOSURE PERIOD, IT WILL LEAVE THE SAFETY AREA

WITH NO ABRUPT GRADE CHANGES OR GRADES IN EXCESS OF 5 PERCENT, AND WITH NO

TRENCHES WITH DEPTH OR WIDTH GREATER THAN 3 INCHES.

HAUL ROUTE / STAGING

18. 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

LOCATION SHOWN ON DRAWING G1.0.

19. THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE

GENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION

OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TO

CONSTRUCTION. CONTRACTOR SHALL RESTORE THE GROUND OF THE STAGING AREA AT

THEIR COST.

20. CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS OR

TAXIWAYS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE

OWNER'S REPRESENTATIVE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR CROSS

ANY RUNWAY AT ANY TIME WITH CONSTRUCTION VEHICLES OR EQUIPMENT.

21. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE

PROJECT ACCESS ROUTES APPROVED BY THE ENGINEER ONLY. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT

PROPERTY. THE CONTRACTOR SHALL POST A GUARD AT ANY ACCESS GATE THAT IS NOT

LOCKED.

22. THE OWNER'S REPRESENTATIVE 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.

23. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT

AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.

MOVEMENT ON AIRFIELD

24. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE

CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY

TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE OR

AIRPORT OPERATIONS.

25. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE

CONSTRUCTION SAFETY & PHASING PLAN, AND HIS APPROVED PHASING PLAN. THE

CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER'S

REPRESENTATIVE TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING

CONSTRUCTION.

26. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN

ANY RUNWAY SAFETY AREA OR WITHIN ANY TAXIWAY OBJECT FREE AREA AS DELINEATED

IN THE PLANS. THE CONTRACTOR SHALL NOT PARK OR LEAVE UNATTENDED ANY

EQUIPMENT WITHIN THE RUNWAY OBJECT FREE AREA (ROFA) OR THE RUNWAY

PROTECTION ZONE (RPZ). EQUIPMENT NOT MANNED AND BEING USED SHALL NOT BE

ALLOWED WITHIN THE ROFA OR RPZ.

27. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGS

AND LIGHTING. (SEE AC 150/5210-5D).

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

WORK AREA SHALL BE SEPARATED BY TYPE II LOW PROFILE BARRICADES OR OTHER

BARRIER APPROVED BY THE ENGINEER. NO CONSTRUCTION TRAFFIC WILL CROSS ACTIVE

AIRPORT OPERATIONAL AREAS. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE

BARRIERS AS SHOWN ON THE DRAWINGS AND WHERE DIRECTED BY THE ENGINEER. SEE

SPECIFICATION 01030 AND 01530 FOR ADDITIONAL INFORMATION.

29. THE CONTRACTOR SHALL WORK WITH THE ENGINEER IN SCHEDULING ALL TAXIWAY

OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE

CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS, HE SHALL BE REQUIRED TO

PROVIDE A FLAGMAN ON EACH SIDE OF THE ACTIVE CROSSING 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 AND SAFE FOR AIRCRAFT TRAFFIC.

BURIED UTILITIES

30. PRIOR TO DIGGING ANY TRENCHES, THE CONTRACTOR SHALL NOTIFY AIRPORT FOR ALL

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

OF UNDERGROUND UTILITIES.

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

EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY

DAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT

PROPERTY SHALL BE THE RESPONSIBILITY OF 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.

32. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, AIRFIELD LIGHTING AND NAVAIDS

NOT CALLED OUT TO BE REMOVED OR ABANDONED. ANY DAMAGES DONE TO AIRPORT

PROPERTY OR UTILITIES (INCLUDING, BUT NOT LIMITED T0 RUNWAYS, TAXIWAYS, APRONS,

FENCING, EXISTING CABLES, LIGHTING, SIGNS, NAVAIDS) WILL BE REPAIRED BY THE

CONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY

MANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS.

33. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF

SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE

NOTIFICATION OF AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE BY THE

CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING

CIRCUIT SHALL BE BORNE BY THE CONTRACTOR.

G2.0

LIQUIDATED DAMAGES

36. LIQUIDATED DAMAGES AS SHOWN ON THE CITY'S BID DOCUMENTS SHALL BE ASSESSED FOR:

A. EACH DAY BEYOND THE SPECIFIED CONTRACT TIME FOR EACH PHASE THAT IS NOT SUBSTANTIALLY COMPLETE.

BADGING

37. A MINIMUM OF ONE EMPLOYEE MUST BE BADGED TO SUPERVISE CREWS AT ALL TIMES. NO COST FOR AIRPORT BADGE.

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VALVE

2'x2' CONC.

DUCT

2'x2' CONC.

DUCT

2'x2' CONC.

DUCT

2'x2' CABLE DUCT

10' WIDE LIMEROCK DRIVE 10' WIDE LIMEROCK DRIVE

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CONC.

SLAB WITH

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BERM

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2'x2' MALSER P. CABLE2'x2' CONC.

DUCT

LIGHTS

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ACCESS GATE

A-13

A-11

TAXIWAY A-12

STAGING AREA

EQUIPMENT,

MATERIALS,

AND POVs

LIGHTED "X" RUNWAY CLOSURE

AT NIGHT - TO BE PROVIDED BY

THE CONTRACTOR

PLACE LOW PROFILE BARRICADES ON

ALL NON-MOVEMENT LINES, TYP.

(TOTAL: 7 TAXIWAYS)

G3.1

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26-031

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

JM MA

APRIL 2026

RUNWAY 36 RSA GRADING

341-334-000-000-09-33173

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CONSTRUCTION SAFETY

& PHASING PLAN

LOW PROFILE BARRICADES

RUNWAY CLOSURE MARKER

CONSTRUCTION PHASE 1 LIMITS

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

LEGEND

PHASE LIQUIDATED

THE CONTRACTOR MAY ONLY PERFORM WORK AT NIGHT.

RUNWAY IS TO BE CLOSED DURING ANY CONSTRUCTION WORK.

ANY DEVIATION FROM THIS SCHEDULE REQUIRES PRE-APPROVAL

FROM AIRPORT MANAGER. HOURS OF RUNWAY CLOSURE WILL

EXTEND FROM 8:00 PM TO 6:00 AM

DURATION DAMAGES

1 30 CALENDAR

DAYS

(NIGHT WORK)

DESCRIPTION OF WORK IMPACT

REFER TO THE

CITY'S BID

DOCUMENTS FOR

LIQUIDATED

DAMAGES

GRADE THE RUNWAY SAFETY AREA.

RUNWAY CLOSURE MARKER TO BE PLACED BEFORE COMMENCEMENT OF

CONSTRUCTION ACTIVITY AND REMOVED BEFORE RE-OPENING OF

RUNWAY 18-36 DAILY. CONTRACTOR RESPONSIBLE FOR INSTALLING AND

MAINTAINING LIGHTED "X" CLOSURE MARKER DAILY.

PROJECT DURATION NOTES:

1. THE CLOSEOUT PHASE EXTENDS FOR A PERIOD OF 30 DAYS.

2. THE TOTAL PROJECT DURATION EXTENDS FOR A PERIOD OF 60 DAYS.

3. ANY DELAY ATTRIBUTABLE TO REQUIRED COORDINATION WITH THE CONCURRENT PROJECT SHALL CONSTITUTE AN EXCUSABLE

DELAY, AND NO LIQUIDATED DAMAGES SHALL BE ASSESSED FOR SUCH DELAYS.

NOTE: THE CONTRACTOR SHALL COORDINATE MALSR CONSTRUCTION

EFFORT WITH THE CONCURRENT PROJECT THAT WILL TAKEPLACE WIITHIN

THE SAME PROJECT LIMITS/ PROJECT TIMEFRAME.

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26-031

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

JM MA

APRIL 2026

RUNWAY 36 RSA GRADING

341-334-000-000-09-33173

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CSPP NOTES & DETAILS

CAUTION LIGHTS

LOW PROFILE BARRICADE DETAIL

N.T.S.

NOTES:

1) ALL BARRICADES SHALL BE LINKED END TO END IN ALL LOCATIONS.

2) FRANGIBLE, LOW PROFILE BARRICADES SHALL BE USED WHERE

WORK IS ADJACENT TO ACTIVE AIRCRAFT OR INSIDE OF AN ACTIVE

TAXIWAY'S SAFETY AREA. CAUTION LIGHTS TO BE RED IN COLOR AND

FLASHING DURING HOURS OF DARKNESS.

3) SECURE EACH BARRICADES WITH TWO SAND BAGS OR USE WATER

FILLED.

3'

MIN.

3'

MIN.

NOTE:

SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALL

CONSTRUCTION EQUIPMENT. AN AMBER FLASHING LIGHT IS

REQUIRED FOR NIGHT WORK AND MAY BE SUBSTITUTED FOR

THE FLAG DURING THE DAY.

CONSTRUCTION SAFETY FLAG

TRAFFIC CONE

N.T.S.

AVIATION ORANGE

AVIATION WHITE

NOTES

1. THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY PROVISIONS

INTO THE CONSTRUCTION PROJECT:

1.1. OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2, LATEST EDITION.

1.2. AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18, LATEST EDITION.

1.3. PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5, LATEST EDITION.

1.4. CODE OF FEDERAL REGULATIONS (CFR) PART 139

2. NOTICE TO AIRMEN (NOTAM) - THE AIRPORT WILL ISSUE ALL NOTAMS TO THE FAA FLIGHT SERVICE STATION RELATED

TO THIS PROJECT IN ACCORDANCE WITH ESTABLISHED CRITERIA.

3. FOR OTHER CONDITIONS RELATED TO SAFETY, SEE SPECIFICATIONS.

4. PRIOR TO THE CLOSURE OF ANY AIRFIELD PAVEMENT, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 3

DAYS NOTICE SO A NOTAM CAN BE ISSUED.

5. AIRCRAFT TRAFFIC SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES.

6. THE CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS, TAXIWAYS, OR VEHICLE PARKING AREAS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER.

7. THE CONTRACTOR SHALL CONDUCT THEIR CONSTRUCTION OPERATIONS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE

INTERFERENCE TO AIRCRAFT OPERATIONS DURING CONSTRUCTION.

8. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY RUNWAY, TAXIWAY, OR

TAXILANE OBJECT FREE AREA UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER.

9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER IN SCHEDULING ALL AIRFIELD PAVEMENT OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS OR RUNWAYS HE SHALL BE REQUIRED TO PROVIDE A FLAGMAN ON EACH SIDE OF ACTIVE CROSSING 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 AND SAFE FOR AIRCRAFT TRAFFIC.

10. ALL AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF DIRT AND ALL OTHER DEBRIS AT ALL TIMES. ANY SPILLAGE OF EXCAVATION OF OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR USING A VACUUM OR MOTOR-DRIVEN SWEEPER. A PROGRAM OF REGULAR INSPECTION OF AIRFIELD PAVEMENTS SHALL BE IMPLEMENTED AS

PART OF THE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT.

11. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING CIRCUIT SHALL BE BORNE BY

THE CONTRACTOR.

12. THE CONTRACTOR SHALL PROTECT ALL NAVIGATIONAL AIDS (NAVAIDS) DURING CONSTRUCTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING NAVAIDS. ANY DAMAGE TO NAVAIDS MAY REQUIRE SUBMITTALS FOR REPAIR OF THE DAMAGED FACILITY TO BE APPROVED BY THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED OF ANY

DAMAGE AND IMMEDIATE REPAIR AT THE CONTRACTOR'S EXPENSE WILL BE REQUIRED.

13. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT LINES, 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.

14. ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION WORK AREA SHALL BE SEPARATED BY LOW PROFILE BARRICADES WITH RED FLASHING LIGHTS. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, AND INSTALL THE BARRICADES.

15. BARRICADES USED TO CLOSE NON-AIRFIELD AREAS SUCH AS ROADS OR PARKING LOTS SHALL CONFORM TO FDOT INDEX 600. ACCEPTABLE OPTIONS INCLUDE PLASTIC DRUMS, TYPE I BARRICADE, TYPE II BARRICADE, OR TYPE III

BARRICADE.

16. THE CONTRACTOR SHALL PROVIDE TEMPORARY R11-2, 48 x 30 "ROAD CLOSED" SIGNS TO BE USED IN CONJUNCTION WITH TRAFFIC BARRELS AT ALL LOCATIONS TO BE CLOSED TO VEHICULAR TRAFFIC.

17. CONTRACTOR MAY AT HIS OPTION PROVIDE TEMPORARY CHAIN LINK FENCE AROUND THE CONTRACTOR'S STAGING AREA. THE CITY ASSUMES NO RESPONSIBILITY FOR THE SECURITY OF EQUIPMENT, MATERIAL, OR ANY

OTHER ELEMENTS RELATED TO THE CONTRACTOR'S OPERATIONS.

18. THE CONTRACTOR SHALL PROMINENTLY DISPLAY AVIATION SAFETY FLAGS ON ALL CONSTRUCTION EQUIPMENT AT THE HIGHEST POINT ON EACH PIECE OF EQUIPMENT. ALL VEHICLES MUST BE MARKED WITH CONTRACTOR OR

SUBCONTRACTOR COMPANY NAME.

19. FOR OTHER CONDITIONS RELATING TO SAFETY, SEE CONSTRUCTION SAFETY AND PHASING DOCUMENT (CSPP).

20. GATES MUST REMAIN CLOSED AT ALL TIMES UNLESS GUARDED BY A COMPETENT EMPLOYEE OF THE CONTRACTOR.

FLAG

(SEE DETAIL

THIS SHEET)

LIGHTED "X" RUNWAY CLOSURE

N.T.S.

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VALVE

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A-13

A-11

TAXIWAY A-12

BM-1

SET IRON ROD & CAP (5 8"WITLB5091)

NORTHING = 1753964.6440

EASTING = 584574.6840

ELEVATION = 65.23'

BM-2

SET IRON ROD & CAP (5 8"WITLB5091)

NORTHING = 1753935.0300

EASTING = 585419.6290

ELEVATION = 72.37'

BM-3

SET IRON ROD & CAP (5 8"WITLB5091)

NORTHING = 1752903.6160

EASTING = 585388.6730

ELEVATION = 65.72'

BM-4

SET IRON ROD & CAP (5 8"WITLB5091)

NORTHING = 1752878.8670

EASTING = 584570.6039

ELEVATION = 75.72'

S87°59'34"E 845.46'

S1°43'09"W 1031.88'

S88°16'02"W 818.44'

N0°12'55"E 1085.78'

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GENERAL SURVEY REQUIREMENTS:

1. THE NEED FOR PRECISE SURVEY CONTROLS IS OF THE UTMOST IMPORTANCE ON

THE PROJECT TO VALIDATE QUANTITIES AND MAINTAIN THE OVERALL PROJECT

BUDGET. THE CONTRACTOR, IN ADDITION TO VERIFYING THE DESIGN SURVEY

CONTROLS, SHALL ALSO VERIFY THE TOPOGRAPHIC SURVEY. THE DESIGN

SURVEY SHALL BE MADE AVAILABLE TO THE CONTRACTOR WITH FULL

EXPECTATION OF COMPLIANCE. ANY DISCREPANCIES WITH THE DESIGN SURVEY

SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR

RESOLUTION PRIOR TO PROCEEDING WITH ANY FIELD WORK. NO CONSTRUCTION

WORK MAY BEGIN UNTIL THE SURVEY VERIFICATION IS COMPLETED.

2. CONTRACTOR'S SURVEY: THE CONTRACTOR WILL BE GIVEN THE DESIGN SURVEY

FOR HIS/HER REVIEW PRIOR TO LAYOUT. UPON VERIFICATION OF THE DESIGN

SURVEY THE CONTRACTOR SHALL SET UP A LONGITUDINAL AND TRANSVERSE

GRID WHICH MATCHES THE DESIGN SURVEY GRID ON THE PAVED SURFACES

(ALONG THE STATIONING) EXTENDING OUTWARD TO THE EDGE OF THE WORK.

THE HORIZONTAL (X, Y) AND THE VERTICAL (Z) COORDINATES OF EACH POINT ON

THE GRID SHALL BE PLOTTED AND SUBMITTED TO THE ENGINEER FOR REVIEW AT

LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SURVEY SHALL BE

PROVIDED IN ELECTRONIC FORMAT (AUTOCAD CIVIL 3D).

SURVEY CONTROL NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS TO BE USED FOR

CONSTRUCTION PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. SHOULD

ANY DISCREPANCIES BE FOUND, THE CONTRACTOR SHALL IMMEDIATELY ALERT

THE ENGINEER AND SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE

DISCREPANCIES ARE RESOLVED.

2. THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION CONTROL POINTS

DURING THE ENTIRE DURATION OF CONSTRUCTION. SHOULD SOME CONTROL

POINTS BE DISLODGED, THE CONTRACTOR SHALL RE-SET THEM.

SURVEY CONTROL POINTS:

BM-1

N: 1753964.6440' E: 584574.6840'

ELEV.: 65.23'

BM-2

N:1753935.0300' E: 585419.6290'

ELEV.: 72.37'

BM-3

N:1752903.6160' E: 585388.6730'

ELEV.: 65.72'

BM-4

N:1752878.8670' E: 584570.6040'

ELEV.: 75.72'

HORIZONTAL PROJECTION

NAD83 FLORIDA STATE PLANES,

WEST ZONE, US FOOT

VERTICAL DATUM

NAVD88

SURVEY NOTES:

1. DATE OF FIELD SURVEY: FEBRUARY 12, 2026

2. SUBJECT TO RIGHTS OF WAY, RESTRICTIONS, EASEMENTS AND RESERVATIONS OF

RECORD.

3. UNLESS OTHERWISE SHOWN, UNDERGROUND IMPROVEMENTS NOT LOCATED.

4. PUBLIC RECORDS NOT SEARCHED BY R.M. BARRINEAU & ASSOCIATES, INC.

5. BEARINGS AND STATE PLANE COORDINATES DEPICTED HEREON ARE GRID, WEST

FLORIDA ZONE, NAD-83 (CORS96) EPOCH:2002.0000), BASED ON TRIMBLE VIRTUAL

REFERENCE STATION NETWORK AND REFERENCED TO CITY OF OCALA ENGINEERING

DEPARTMENT CONTROL POINT 0011.

6. VERTICAL DATUM BASED ON CITY OF OCALA ENGINEERING DEPARTMENT CONTROL

POINT 0011 WITH AN ELEVATION OF 85.20', NAVD-88.

7. ORIENTATION FOR THE IMPROVEMENTS SHOWN HEREON SHOULD NOT BE USED TO

RECONSTRUCT BOUNDARY LINES.

8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR

PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR

PARTIES.

9. THIS SURVEY DEPICTS THE PROPERTY AS IT EXISTED ON THE SURVEY DATE, NOT

NECESSARILY THE SIGNATURE DATE.

10. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT OF THE PARTY(IES)

NAMED HEREON, AND SHALL NOT BE DUPLICATED OR RELIED UPON BY ANY OTHER

INDIVIDUAL OR ENTITY WITHOUT AUTHORIZATION FROM R.M. BARRINEAU & ASSOCIATES,

INC.

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80' ELECTIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

60' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

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20' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

25' ELECTRIC EASEMENT PER O.R.B. 160, PAGE 761

AutoCAD SHX Text 150.48' (2.28 CHAINS) ' (2.28 CHAINS) 8 CHAINS) CHAINS) ELECTRIC EASEMENT PER DEED BOOK 271, PAGE 15 & & O.R.B. 9, PAGE 494

AutoCAD SHX Text 75.81

AutoCAD SHX Text 75.73

AutoCAD SHX Text 75.69

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.53

AutoCAD SHX Text 75.31

AutoCAD SHX Text 75.08

AutoCAD SHX Text 74.94

AutoCAD SHX Text 75.39

AutoCAD SHX Text 75.30

AutoCAD SHX Text 75.23

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AutoCAD SHX Text 75.18

AutoCAD SHX Text 74.97

AutoCAD SHX Text 76.10

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AutoCAD SHX Text 75.89

AutoCAD SHX Text 75.79

AutoCAD SHX Text 75.74

AutoCAD SHX Text 75.66

AutoCAD SHX Text 75.60

AutoCAD SHX Text 75.55

AutoCAD SHX Text 75.52

AutoCAD SHX Text 75.24

AutoCAD SHX Text 75.28

AutoCAD SHX Text 74.93

AutoCAD SHX Text 74.30

AutoCAD SHX Text 74.45

AutoCAD SHX Text 74.59

AutoCAD SHX Text 74.60

AutoCAD SHX Text 75.15

AutoCAD SHX Text 74.33

AutoCAD SHX Text 75.08

AutoCAD SHX Text 75.51

AutoCAD SHX Text 75.68

AutoCAD SHX Text 75.36

AutoCAD SHX Text 75.16

AutoCAD SHX Text 75.30

AutoCAD SHX Text 75.27

AutoCAD SHX Text 75.45

AutoCAD SHX Text 75.53

AutoCAD SHX Text 75.60

AutoCAD SHX Text 75.59

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.70

AutoCAD SHX Text 75.76

AutoCAD SHX Text 75.85

AutoCAD SHX Text 76.05

AutoCAD SHX Text 76.03

AutoCAD SHX Text 75.96

AutoCAD SHX Text 75.90

AutoCAD SHX Text 75.81

AutoCAD SHX Text 75.80

AutoCAD SHX Text 75.70

AutoCAD SHX Text 75.65

AutoCAD SHX Text 75.59

AutoCAD SHX Text 75.57

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AutoCAD SHX Text 76.49

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AutoCAD SHX Text 76.19

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AutoCAD SHX Text 75.62

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AutoCAD SHX Text 75.86

AutoCAD SHX Text 75.89

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AutoCAD SHX Text 76.18

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AutoCAD SHX Text 76.32

AutoCAD SHX Text 76.34

AutoCAD SHX Text 73.98

AutoCAD SHX Text 73.15

AutoCAD SHX Text 72.50

AutoCAD SHX Text 71.76

AutoCAD SHX Text 71.06

AutoCAD SHX Text 70.18

AutoCAD SHX Text 69.40

AutoCAD SHX Text 69.36

AutoCAD SHX Text 69.96

AutoCAD SHX Text LIGHT PEDESTAL CONCRETE ELEVATION = 69.19' BASE PLATE ELEVATION = 70.08' CENTER OF LIGHT ELEVATION = 78.48'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.23' CENTER OF LIGHT ELEVATION = 79.38'

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LIGHT PEDESTAL CONCRETE ELEVATION = 74.07' CENTER OF LIGHT ELEVATION = 79.22'

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LIGHT PEDESTAL CONCRETE ELEVATION = 74.08' CENTER OF LIGHT ELEVATION = 79.20'

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MONUMENT SIGN A13/36

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AutoCAD SHX Text 71.39

AutoCAD SHX Text 71.91

AutoCAD SHX Text 72.60

AutoCAD SHX Text 73.16

AutoCAD SHX Text 74.20

AutoCAD SHX Text 74.76

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PROJECT LIMITS

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AutoCAD SHX Text N:1753916.226 E:584609.847

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ET

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EXISTING RUNWAY OBJECT FREE AREA

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EXISTING RUNWAY OBJECT FREE ZONE

EXISTING RUNWAY LIGHTS

REFER TO THE ELECTRICAL SHEETS FOR THE LIGHT AND PEDESTAL

STRIP AND STOCKPILE THE SHOWN EXCAVATION LIMITS

24 25

CONTROL POINTS

POINT #

NORTHING

1753570.6073

1753556.3585

1753586.6553

1753579.2693

1753779.8679

1753817.2172

1753832.8154

1753847.3508

1753861.5821

1753824.8898

1753777.9091

1753723.4320

1753678.7864

1753681.0480

1753623.0925

1753574.5888

1753524.6854

1753512.8068

1753534.2366

1753546.6797

1753528.3114

1753496.7442

1753488.5188

1753519.8220

1753553.2588

1753566.5320

1753605.3647

1753732.1465

1753758.7484

1753772.1719

1753754.8992

EASTING

585007.8306

584998.7975

585143.4756

585135.9981

585092.7919

585080.5199

585028.4402

584979.0486

584838.8714

584843.7671

584857.7145

584761.0597

584729.8705

584709.3581

584712.8797

584822.3399

584886.0649

584979.3939

585029.4258

585046.0029

585086.3461

585100.3385

585137.4009

585138.3846

585131.2927

585157.8971

585191.8884

585192.0098

585179.0228

585164.7722

585118.7577

NOTE: GRAVEL SERVICE ROAD MATERIAL (6" DEPTH)

SHALL BE STOCKPILED AND REINSTALLED BY THE

CONTRACTOR UPON COMPLETION OF GRADING

WORK

EXISTING GRAVEL SERVICE ROAD TO BE

REMOVED AND STOCKPILED (SEE NOTE)

EXISTING GRAVEL SERVICE ROAD TO BE REMOVED

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REVISIONS

26-031

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

JM MA

APRIL 2026

RUNWAY 36 RSA GRADING

341-334-000-000-09-33173

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DEMOLITION PLAN

0 20 40 80

LEGEND

NOTE:

AutoCAD SHX Text

80' ELECTIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

60' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

20' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

25' ELECTRIC EASEMENT PER O.R.B. 160, PAGE 761

AutoCAD SHX Text 150.48' (2.28 CHAINS) ' (2.28 CHAINS) 8 CHAINS) CHAINS) ELECTRIC EASEMENT PER DEED BOOK 271, PAGE 15 & & O.R.B. 9, PAGE 494

AutoCAD SHX Text 75.81

AutoCAD SHX Text 75.73

AutoCAD SHX Text 75.69

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.53

AutoCAD SHX Text 75.31

AutoCAD SHX Text 75.08

AutoCAD SHX Text 74.94

AutoCAD SHX Text 75.39

AutoCAD SHX Text 75.30

AutoCAD SHX Text 75.23

AutoCAD SHX Text 75.22

AutoCAD SHX Text 75.18

AutoCAD SHX Text 74.97

AutoCAD SHX Text 76.10

AutoCAD SHX Text 76.04

AutoCAD SHX Text 75.97

AutoCAD SHX Text 75.89

AutoCAD SHX Text 75.79

AutoCAD SHX Text 75.74

AutoCAD SHX Text 75.66

AutoCAD SHX Text 75.60

AutoCAD SHX Text 75.55

AutoCAD SHX Text 75.52

AutoCAD SHX Text 75.24

AutoCAD SHX Text 75.28

AutoCAD SHX Text 74.93

AutoCAD SHX Text 74.30

AutoCAD SHX Text 74.45

AutoCAD SHX Text 74.59

AutoCAD SHX Text 74.60

AutoCAD SHX Text 75.15

AutoCAD SHX Text 74.33

AutoCAD SHX Text 75.08

AutoCAD SHX Text 75.51

AutoCAD SHX Text 75.68

AutoCAD SHX Text 75.36

AutoCAD SHX Text 75.16

AutoCAD SHX Text 75.30

AutoCAD SHX Text 75.27

AutoCAD SHX Text 75.45

AutoCAD SHX Text 75.53

AutoCAD SHX Text 75.60

AutoCAD SHX Text 75.59

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.70

AutoCAD SHX Text 75.76

AutoCAD SHX Text 75.85

AutoCAD SHX Text 76.05

AutoCAD SHX Text 76.03

AutoCAD SHX Text 75.96

AutoCAD SHX Text 75.90

AutoCAD SHX Text 75.81

AutoCAD SHX Text 75.80

AutoCAD SHX Text 75.70

AutoCAD SHX Text 75.65

AutoCAD SHX Text 75.59

AutoCAD SHX Text 75.57

AutoCAD SHX Text 75.83

AutoCAD SHX Text 75.84

AutoCAD SHX Text 75.91

AutoCAD SHX Text 75.97

AutoCAD SHX Text 76.04

AutoCAD SHX Text 76.05

AutoCAD SHX Text 76.16

AutoCAD SHX Text 76.23

AutoCAD SHX Text 76.29

AutoCAD SHX Text 76.31

AutoCAD SHX Text 76.57

AutoCAD SHX Text 76.58

AutoCAD SHX Text 76.49

AutoCAD SHX Text 76.40

AutoCAD SHX Text 76.28

AutoCAD SHX Text 76.19

AutoCAD SHX Text 76.16

AutoCAD SHX Text 76.07

AutoCAD SHX Text 76.06

AutoCAD SHX Text 75.82

AutoCAD SHX Text 75.20

AutoCAD SHX Text 75.11

AutoCAD SHX Text 75.62

AutoCAD SHX Text 75.76

AutoCAD SHX Text 75.86

AutoCAD SHX Text 75.89

AutoCAD SHX Text 75.96

AutoCAD SHX Text 76.04

AutoCAD SHX Text 76.10

AutoCAD SHX Text 76.18

AutoCAD SHX Text 76.28

AutoCAD SHX Text 76.32

AutoCAD SHX Text 76.34

AutoCAD SHX Text 73.98

AutoCAD SHX Text 73.15

AutoCAD SHX Text 72.50

AutoCAD SHX Text 71.76

AutoCAD SHX Text 71.06

AutoCAD SHX Text 70.18

AutoCAD SHX Text 69.40

AutoCAD SHX Text 69.36

AutoCAD SHX Text 69.96

AutoCAD SHX Text LIGHT PEDESTAL CONCRETE ELEVATION = 69.19' BASE PLATE ELEVATION = 70.08' CENTER OF LIGHT ELEVATION = 78.48'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.23' CENTER OF LIGHT ELEVATION = 79.38'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.07' CENTER OF LIGHT ELEVATION = 79.22'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.08' CENTER OF LIGHT ELEVATION = 79.20'

AutoCAD SHX Text

MONUMENT SIGN A13/36

AutoCAD SHX Text 70.73

AutoCAD SHX Text 71.39

AutoCAD SHX Text 71.91

AutoCAD SHX Text 72.60

AutoCAD SHX Text 73.16

AutoCAD SHX Text 74.20

AutoCAD SHX Text 74.76

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text N:1753915.429 E:585349.809

AutoCAD SHX Text N:1753916.226 E:584609.847

AutoCAD SHX Text

ET

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text LIGHT PEDESTAL CONCRETE ELEVATION = 74.45' BASE PLATE ELEVATION = 74.55' CENTER OF LIGHT ELEVATION = 78.17'

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD TO RAMIN

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD

AutoCAD SHX Text

RUNWAY THRESHOLD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text Project Name:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Technician:

AutoCAD SHX Text ICE Project Name:

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text Drawing Name:

AutoCAD SHX Text FAA A.I.P. Project No.:

AutoCAD SHX Text FDOT Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text

RSA

AutoCAD SHX Text

ROFA

AutoCAD SHX Text

EXISTING RUNWAY SAFETY AREA

AutoCAD SHX Text

EXISTING RUNWAY OBJECT FREE AREA

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text

OFZ

AutoCAD SHX Text

EXISTING RUNWAY OBJECT FREE ZONE

AutoCAD SHX Text

EXISTING RUNWAY LIGHTS

AutoCAD SHX Text

REMOVAL OF EXISTING GRAVEL SERVICE ROAD

1. PRIOR TO GRADING OPERATIONS, THE CONTRACTOR SHALL STRIP A PRIOR TO GRADING OPERATIONS, THE CONTRACTOR SHALL STRIP A MINIMUM OF 6 INCHES OF TOPSOIL WITHIN THE PROJECT LIMITS, OR AS DIRECTED BY THE ENGINEER. 2. STRIPPED MATERIAL SHALL BE CONSIDERED TOPSOIL AND SHALL BE STRIPPED MATERIAL SHALL BE CONSIDERED TOPSOIL AND SHALL BE STOCKPILED ON SITE IN APPROVED LOCATIONS. 3. STOCKPILES SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION STOCKPILES SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION IN ACCORDANCE WITH THE PROJECT EROSION AND SEDIMENT CONTROL REQUIREMENTS. 4. STOCKPILED TOPSOIL SHALL BE MAINTAINED IN A CONDITION SUITABLE STOCKPILED TOPSOIL SHALL BE MAINTAINED IN A CONDITION SUITABLE FOR REUSE, INCLUDING PROTECTION FROM CONTAMINATION, SEGREGATION, AND EXCESSIVE DRYING. 5. NO DELETERIOUS MATERIALS, DEBRIS, OR UNSUITABLE SOILS SHALL BE NO DELETERIOUS MATERIALS, DEBRIS, OR UNSUITABLE SOILS SHALL BE MIXED WITH STOCKPILED TOPSOIL. 6. STOCKPILED TOPSOIL SHALL BE REUSED FOR FINAL TOPSOILING, SLOPE STOCKPILED TOPSOIL SHALL BE REUSED FOR FINAL TOPSOILING, SLOPE DRESSING, AND RESTORATION AREAS. 7. ANY EXCESS TOPSOIL NOT REQUIRED FOR PROJECT RESTORATION ANY EXCESS TOPSOIL NOT REQUIRED FOR PROJECT RESTORATION SHALL BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE REGULATIONS. 8. ANY DEFICIENCY IN REQUIRED TOPSOIL QUANTITIES SHALL BE SUPPLIED ANY DEFICIENCY IN REQUIRED TOPSOIL QUANTITIES SHALL BE SUPPLIED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

4+

5+

6+

7+

8+

9+

+0

+0

74.00

.0

.00 69

.5

.5

69.50

.5

70.00

.0

.0

70.00

.50

70.50

70.50

.5

71.00

71.00

.00

71.00

71.50

71.50

71.50

71.50 71.50

71.50

72.00

72.00

72.00

72.00

72.00 72.00

72.50

72.5072.50

72.50

72.50

73.00

73.00 73.00

73.50

GRAVEL

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REVISIONS

26-031

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

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APRIL 2026

RUNWAY 36 RSA GRADING

341-334-000-000-09-33173

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C5.1

GRADING & DRAINAGE PLAN

0 20 40 80

LEGEND

EARTHWORK SUMMARY

BORROW ADJUSTMENT

NOTE:

NOTE: TOTAL TOPSOIL AVAILABLE ON SITE: 2,088 CY

AutoCAD SHX Text

80' ELECTIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

60' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

20' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

25' ELECTRIC EASEMENT PER O.R.B. 160, PAGE 761

AutoCAD SHX Text 150.48' (2.28 CHAINS) ' (2.28 CHAINS) 8 CHAINS) CHAINS) ELECTRIC EASEMENT PER DEED BOOK 271, PAGE 15 & & O.R.B. 9, PAGE 494

AutoCAD SHX Text LIGHT PEDESTAL CONCRETE ELEVATION = 69.19' BASE PLATE ELEVATION = 70.08' CENTER OF LIGHT ELEVATION = 78.48'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.23' CENTER OF LIGHT ELEVATION = 79.38'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.07' CENTER OF LIGHT ELEVATION = 79.22'

AutoCAD SHX Text

LIGHT PEDESTAL CONCRETE ELEVATION = 74.08' CENTER OF LIGHT ELEVATION = 79.20'

AutoCAD SHX Text

MONUMENT SIGN A13/36

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text N:1753915.429 E:585349.809

AutoCAD SHX Text N:1753916.226 E:584609.847

AutoCAD SHX Text

ET

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text LIGHT PEDESTAL CONCRETE ELEVATION = 74.45' BASE PLATE ELEVATION = 74.55' CENTER OF LIGHT ELEVATION = 78.17'

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD

AutoCAD SHX Text

RUNWAY THRESHOLD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text Project Name:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Technician:

AutoCAD SHX Text ICE Project Name:

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text Drawing Name:

AutoCAD SHX Text FAA A.I.P. Project No.:

AutoCAD SHX Text FDOT Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text

RSA

AutoCAD SHX Text

ROFA

AutoCAD SHX Text

EXISTING RUNWAY SAFETY AREA

AutoCAD SHX Text

EXISTING RUNWAY OBJECT FREE AREA

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text

OFZ

AutoCAD SHX Text

EXISTING RUNWAY OBJECT FREE ZONE

AutoCAD SHX Text

EXISTING RUNWAY LIGHTS

AutoCAD SHX Text

UNCLASSIFIED EXCAVATION

AutoCAD SHX Text 2,088

AutoCAD SHX Text

CY

AutoCAD SHX Text

BORROW

AutoCAD SHX Text 3,087

AutoCAD SHX Text

SY

AutoCAD SHX Text

(a) EXCAVATION

AutoCAD SHX Text 0.00

AutoCAD SHX Text

CY

AutoCAD SHX Text

(d) NET VOLUME

AutoCAD SHX Text 3,087

AutoCAD SHX Text

CY

AutoCAD SHX Text

(b) STRIPPING

AutoCAD SHX Text 2,088

AutoCAD SHX Text

CY

AutoCAD SHX Text

(e) OTHER FILL

AutoCAD SHX Text 0.00

AutoCAD SHX Text

CY

AutoCAD SHX Text

(c) UNSUITABLE

AutoCAD SHX Text 0.00

AutoCAD SHX Text

CY

AutoCAD SHX Text

(f) EXCAVATION SUBTOTAL

AutoCAD SHX Text 2,088

AutoCAD SHX Text

CY

AutoCAD SHX Text

(g) FILL SUBTOTAL

AutoCAD SHX Text 3,087

AutoCAD SHX Text

CY

AutoCAD SHX Text (g-a) BORROW

AutoCAD SHX Text 3,087

AutoCAD SHX Text

CY

AutoCAD SHX Text

COMPACTED BORROW REQUIRED

AutoCAD SHX Text 3,087

AutoCAD SHX Text

CY

AutoCAD SHX Text

SHRINKAGE FACTOR

AutoCAD SHX Text 15%

AutoCAD SHX Text

LOOSE BORROW REQUIRED

AutoCAD SHX Text 3,632

AutoCAD SHX Text

CY

EARTHWORK QUANTITIES ARE BASED ON FINAL SURFACE VOLUME QUANTITIES ARE BASED ON FINAL SURFACE VOLUME QUANTITIES ARE BASED ON FINAL SURFACE VOLUME ARE BASED ON FINAL SURFACE VOLUME ARE BASED ON FINAL SURFACE VOLUME BASED ON FINAL SURFACE VOLUME BASED ON FINAL SURFACE VOLUME ON FINAL SURFACE VOLUME ON FINAL SURFACE VOLUME FINAL SURFACE VOLUME FINAL SURFACE VOLUME SURFACE VOLUME SURFACE VOLUME VOLUME VOLUME CALCULATIONS AND INCLUDE 6-INCH STRIPPING OF TOPSOIL OVER THE AND INCLUDE 6-INCH STRIPPING OF TOPSOIL OVER THE AND INCLUDE 6-INCH STRIPPING OF TOPSOIL OVER THE INCLUDE 6-INCH STRIPPING OF TOPSOIL OVER THE INCLUDE 6-INCH STRIPPING OF TOPSOIL OVER THE 6-INCH STRIPPING OF TOPSOIL OVER THE 6-INCH STRIPPING OF TOPSOIL OVER THE STRIPPING OF TOPSOIL OVER THE STRIPPING OF TOPSOIL OVER THE OF TOPSOIL OVER THE OF TOPSOIL OVER THE TOPSOIL OVER THE TOPSOIL OVER THE OVER THE OVER THE THE THE ENTIRE PROJECT AREA. STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE PROJECT AREA. STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE PROJECT AREA. STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE AREA. STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE AREA. STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE STRIPPED TOPSOIL SHALL BE STOCKPILED ON SITE TOPSOIL SHALL BE STOCKPILED ON SITE TOPSOIL SHALL BE STOCKPILED ON SITE SHALL BE STOCKPILED ON SITE SHALL BE STOCKPILED ON SITE BE STOCKPILED ON SITE BE STOCKPILED ON SITE STOCKPILED ON SITE STOCKPILED ON SITE ON SITE ON SITE SITE SITE FOR REUSE. A 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO REUSE. A 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO REUSE. A 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO A 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO A 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO 15 PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO PERCENT SHRINKAGE FACTOR HAS BEEN APPLIED TO SHRINKAGE FACTOR HAS BEEN APPLIED TO SHRINKAGE FACTOR HAS BEEN APPLIED TO FACTOR HAS BEEN APPLIED TO FACTOR HAS BEEN APPLIED TO HAS BEEN APPLIED TO HAS BEEN APPLIED TO BEEN APPLIED TO BEEN APPLIED TO APPLIED TO APPLIED TO TO TO BORROW FOR ESTIMATING LOOSE BORROW QUANTITIES.

G R

AVEL

5+006+007+008+009+0010+0011+0012+00

.0

70.00

70.00 70.00

70.50 70.50

70.50

71.00

71.0071.00

.50

71.50

71.50

.5

1.

.00

.0

.0

.0

72.00

.5

.5

.5

.0

73.00

.5

6+00

.2

7+00

.1

.4

8+00

.1

.2

9+00

.7

.6

10+00

-3.000%

1.920%

STA. 9+60.74

ELEV. 72.85

PROPOPSED GRADE

STA. 6+24.96

ELEV. 73.98

PROPOPSED GRADE

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REVISIONS

26-031

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

JM

JM MA

APRIL 2026

RUNWAY 36 RSA GRADING

341-334-000-000-09-33173

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C6.1

PLAN AND PROFILE

0 20 40 80

AutoCAD SHX Text

80' ELECTIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

60' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

20' ELECTRIC & SEWER EASEMENT PER O.R.B. 1737, PAGE 909

AutoCAD SHX Text

25' ELECTRIC EASEMENT PER O.R.B. 160, PAGE 761

AutoCAD SHX Text 150.48' (2.28 CHAINS) ' (2.28 CHAINS) 8 CHAINS) CHAINS) ELECTRIC EASEMENT PER DEED BOOK 271, PAGE 15 & & O.R.B. 9, PAGE 494

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ROAD

AutoCAD SHX Text

RUNWAY THRESHOLD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text Project Name:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Technician:

AutoCAD…