ITB_ENG250564_Terminal_Apron_Rehabilitation_-_OCF_Ocala_International_Airport_-_Exhibit_J_-_Plan_Set.pdf

PREPARED BY:

TAMPA, FL 33634

5550 W. IDLEWILD AVENUE, SUITE 115

(813) 330-2704

CERTIFICATE OF AUTHORIZATION NO.: 30862

DRAWING INDEX

DWG. No. DESCRIPTION

C1.1

G0.0

LOCATION MAP

OCALA, FLORIDA

VICINITY MAP

TERMINAL APRON REHABILITATION

AT

BID DOCUMENTS

MARCH 2025

PROJECT

LOCATION

G2.1

EXISTING CONDITIONS

COVER SHEET

GENERAL NOTES

FAA AIP PROJECT No.: 3-12-0055-034-2024

FDOT FM NO. : 455217-1-94-01 (G3474)

G1.0 PROJECT LAYOUT PLAN

HAMED JAFARIAN, FL P.E. NO. 76516

G1.1-G1.5 CONSTRUCTION SAFETY & PHASING PLAN, NOTES AND DETAILS

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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.

C2.1 DEMOLITION & PAVEMENT REMOVAL PLAN

C3.1-C3.2 TYPICAL SECTIONS AND DETAILS

C4.1 PAVEMENT LAYOUT AND MARKING PLAN

C5.1 GRADING AND DRAINAGE PLAN

C6.1

C1.2 EXISTING CONDITIONS - PHOTOS

MARKING DETAILS

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

AutoCAD SHX Text

APPROXIMATE SCALE IN MILES

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AutoCAD SHX Text Beach

AutoCAD SHX Text

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

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STATE OF

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AutoCAD SHX Text 76516

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

PROJECT AREA

±167,450 SF

CONTRACTOR

ACCESS THROUGH

GATE 2CONTRACTOR'S

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

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AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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CONTRACTOR'S STAGING AREA

LEGEND

CONTRACTOR'S HAUL ROUTE

LIMIT OF CONSTRICTION

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RUNWAY 18-36

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TAXIWAY A

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SW 60TH AVE

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DATE

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NO.

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DESCRIPTION

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BY

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NOTES:

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RUNWAY SAFETY AREA

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RSA

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TAXIWAY OBJECT FREE AREA

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TOFA

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TAXIWAY SAFETY AREA

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TSA

TERMINAL

OE/AAA POINT 1 STAGE AREA

160.0' (PART 77 MSL) - 85.0' (GRND.EL.)

= 75.0' ALLOWABLE EQUIP. HEIGHT

N: 1758872.0907

E: 585514.9308

LAT: N029° 10' 25.47"

LONG: W82° 13' 11.02"

START OF 7-TO-1

TRANSITIONAL SURFACE

OE/AAA POINT 2 PROJECT APRON AREA

92.09' (PART 77 MSL) - 79.4' (GRND.EL.)

= 12.69' ALLOWABLE EQUIP. HEIGHT

N: 1758598.9471 E: 585573.6699

LAT: N029° 10' 16.21"

LONG: W82° 13' 16.34"

CONTRACTOR'S

STAGING

AREA (TYP.)

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

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AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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CONSTRUCTION SAFETY &

PHASING PLAN (OVERALL)

1. SEE SHEET G1.6 FOR BARRICADE

DETAILS.

2. SEE SHEET G1.6 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

3. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

4. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

TERMINAL APRON REHAB

AREA = ±167,450 SF

G1.1

0 1206030

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TYPE II LOW PROFILE

BARRICADES

CONTRACTOR'S

STAGING AREA

14 CFR PART 77 IMAGINARY

SURFACE ELEVATION

80.00

PHASE 1 CONSTRUCTION

BID SCHEDULE 1

LEGEND

PHASE 2 CONSTRUCTION

BID SCHEDULE 2

CONTRACTOR'S ACCESS

HAUL ROUTE

C UNDER GROUND ELECTRICAL

CONDUITSCC

TERMINAL

AutoCAD SHX Text 30" R.C.P.

AutoCAD SHX Text 36" R.C.P.

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CONC. HARDSTAND

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RUNWAY 18-36

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TAXIWAY A

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TAXIWAY 'A'

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DATE

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DESCRIPTION

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BY

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RUNWAY SAFETY AREA

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ROFA

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TOFA

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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ID

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CONSTRUCTION SAFETY &

PHASING PLAN (PHASE 1)

1. SEE SHEET G1.1 FOR STAGE AREA

2. SEE SHEET G1.4 FOR BARRICADE

DETAILS.

3. SEE SHEET G2.1 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

4. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

G1.2

PHASING SCHEDULE

PHASE DESCRIPTION OF WORKLIQUIDATED IMPACT

PER CONTRACT

DURATION

21 CALENDAR

DAYS

DAMAGES

PLACE PHASE 1 BARRICADES, CLEAN APRON, REMOVE EXIST. ASPHALT, REMOVE EXIST.

TIE-DOWNS, REMOVE EXIST. CONC. PAD, REMOVE 1"-2" OF EXIST BASE, GROUT FILL TIE-DOWN

REMOVALS, COMPLETE ELECTRICAL WORK, COMPACT/ ROLL EXISTING BASE, PLACE PRIME

COAT, PLACE FIRST LIFT OF P- 403 OVERLAY, PLACE TACK COAT, PLACE SECOND LIFT OF P- 403 OVERLAY, PLACE TACK COAT, PLACE FINAL LIFT OF P- 404 OVERLAY, APPLY TEMPORARY PAINT, APPLY PERMANENT PAINT PER SPECS.

CONSTRUCTION PHASING NOTES:

1. PROJECT DURATION IS CONTINUOUS THROUGH ALL PROJECT PHASES. THERE WILL

BE NO LAPS IN TIME BETWEEN PHASES.

2. CONTRACTOR IS REQUIRED TO ENSURE CONTINUOUS ACCESS TO THE TERMINAL

BUILDING THROUGHOUT THIS PHASE OF THE PROJECT.

3. CONTRACTOR TO KEEP A SWEEPER TRUCK DURING CONSTRUCTION AT ALL TIME.

4. OWNER MAY REQUIRE OCCASIONAL USE OF WEST TAXILANE. CONTRACTOR SHALL

COORDINATE MILLING AND PAVING OPERATIONS IN THE AREA IMMEDIATELY

ADJACENT TO THE TAXILANE WITH THE OWNER. ALL OTHER ACTIVITIES SHALL PULL

BACK AND YIELD TO AIRCRAFT.

TYPE II LOW PROFILE

BARRICADES

14 CFR PART 77 IMAGINARY

SURFACE ELEVATION

PHASE 1 CONSTRUCTION

BID SCHEDULE 1

LEGEND

0 1206030

N

AIRPORT WILL BE OPEN TO ALL TAKEOFF AND LANDING

OPERATIONS ON RUNWAY "18-36" FOR PHASE 1. TAXIWAYS "A",

"A5", AND "A7" SHALL REMAIN OPERATIONAL DURING THIS

PHASE. CONTRACTOR MAY ONLY PERFORM WORK DURING THE

HOURS OF 7:00 AM TO 5:00 PM MONDAY-FRIDAY AND 8:00 AM TO

5:00 PM ON SATURDAY, EXCLUDING, SUNDAYS, AND HOLIDAYS.

ANY DEVIATION FROM THIS SCHEDULE REQUIRES

PRE-APPROVAL FROM AIRPORT MANAGER.

80.00

AIRCRAFT MANEUVER

DURING PHASE 1 (TYP.)

.5

AD

G

-II

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A

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C PHASE 1 ELECTRICAL WORK

PHASE 1 BARRICADES

AutoCAD SHX Text

CONC. HARDSTAND

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RUNWAY 18-36

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TAXIWAY A

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TAXIWAY 'A'

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DATE

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NO.

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DESCRIPTION

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BY

AutoCAD SHX Text Project Name:

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NOTES:

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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:

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RUNWAY SAFETY AREA

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RUNWAY OBJECT FREE AREA

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OBJECT FREE ZONE

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TAXIWAY OBJECT FREE AREA

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ROFA

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RSA

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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1. SEE SHEET G1.1 FOR STAGE AREA

2. SEE SHEET G1.4 FOR BARRICADE

DETAILS.

3. SEE SHEET G2.1 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

4. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

G1.3

PHASING SCHEDULE

PHASE DESCRIPTION OF WORKLIQUIDATED IMPACT

PER CONTRACT

DURATION

1 CALENDAR

DAY

(NIGHT WORK)

DAMAGES

TYPE II LOW PROFILE

BARRICADES

14 CFR PART 77 IMAGINARY

SURFACE ELEVATION

LEGEND

PHASE 2 CONSTRUCTION

BID SCHEDULE 2

0 1206030

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PHASE 2 BARRICADES (TYP.)

MIN. 24'

ACCESS

REMOVE PHASE 1 BARRICADES, PLACE PHASE 2 BARRICADES, CLEAN APRON, REMOVE 2" OF

EXIST. ASPHALT, COMPLETE ELECTRICAL WORK, FILL & COMPACT OPEN TRENCHES, PLACE

TACK COAT, PLACE 2" OF SP- 12.5 OVERLAY, APPLY TEMPORARY PAINT, APPLY PERMANENT

PAINT PER SPECS.

CONSTRUCTION PHASING NOTES:

1. PROJECT DURATION IS CONTINUOUS THROUGH ALL PROJECT

PHASES. THERE WILL BE NO LAPS IN TIME BETWEEN PHASES.

2. NO MEN OR EQUIPMENT PERMITTED IN THE RSA OR TOFA

WITHOUT CLOSURES.

3. CONTRACTOR TO KEEP A SWEEPER TRUCK DURING

CONSTRUCTION AT ALL TIME.

4. PLACEMENT OF CONDUIT IN PHASE 2 AREA MAY BE

ACCOMPLISHED IN PHASE 1 PROVIDING ACCESS TO TERMINAL

FOR VEHICLES, GOLF CARTS, AND PEDESTRIANS.

AIRPORT WILL BE OPEN TO ALL TAKEOFF AND LANDING

OPERATIONS ON RUNWAY "18-36" FOR PHASE 2. TAXIWAYS "A",

"A5", AND "A7" SHALL REMAIN OPERATIONAL DURING THIS

PHASE. WORK HOURS 9:00 PM TO 5:00 AM. ANY DEVIATION

FROM THIS SCHEDULE REQUIRES PRE-APPROVAL FROM

AIRPORT MANAGER.

CONSTRUCTION SAFETY &

PHASING PLAN (PHASE 2)

COMPLETED CONSTRUCTION

FROM PHASE 1

80.00

AIRCRAFT MANEUVER

DURING PHASE 2 (TYP.)

35.52'

.0

0'

C PHASE 1 ELECTRICAL WORK

C PHASE 2 ELECTRICAL WORKC

AutoCAD SHX Text 30" R.C.P.

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RUNWAY 18-36

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TAXIWAY A

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TAXIWAY 'A'

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DATE

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DESCRIPTION

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BY

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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:

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RUNWAY SAFETY AREA

AutoCAD SHX Text

RUNWAY OBJECT FREE AREA

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OBJECT FREE ZONE

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TAXIWAY OBJECT FREE AREA

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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G1.4

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

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

PROVISIONS INTO THE CONSTRUCTION PROJECT:

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

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

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

D. 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 HIS 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. SEE DETAIL THIS SHEET.

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

FLAG

(SEE DETAIL

THIS SHEET)

NOTES & DETAILS (1 OF 2)

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1. SEE SHEET G1.6 FOR BARRICADE

DETAILS.

2. SEE SHEET G1.6 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

G1.5

14 CFR PART 77 SURFACES

(SEE SAFETY AND PHASING PLAN THIS

SHEET FOR ELEVATION)

EQUIPMENT HEIGHT RESTRICTION DETAIL

N.T.S.

1. THE CONTRACTOR SHALL ADHERE TO THE MAXIMUM ALLOWABLE HEIGHT

REQUIREMENTS SHOWN IN THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL

EQUIPMENT LOCATIONS WITH THE ENGINEER PRIOR TO CONSTRUCTION.

2. IF THE CONTRACTOR'S OPERATIONS WILL RESULT IN ADDITIONAL AIRSPACE IMPACTS,

THE CONTRACTOR SHALL OBTAIN FAA APPROVAL BY SUBMITTING FORM 7460-1.

3. THE CONTRACTOR SHALL SUPPLY ALL INFORMATION REQUESTED BY THE ENGINEER TO

PROPERLY EVALUATE WHETHER ADDITIONAL AIRSPACE IMPACTS ARE LIKELY AND

WARRANT THE CONTRACTOR TO FILE A FORM 7460-1. THE ENGINEER'S DECISION SHALL

BE FINAL.

EQUIPMENT HEIGHT NOTESEQUIPMENT HEIGHT RESTRICTION

OE/AAA POINT NO.

(SEE SAFETY AND

PHASING PLAN)

MAXIMUM ALLOWABLE

EQUIPMENT HEIGHT

AT POINT

POINT 1 75.0 (FT)

SEE SHEET G1.1 FOR POINT LOCATIONS

C

RUNWAY 18-36

L

200' ROFZ

7:1 TRANSITIONAL SURFACE

TERMINAL APRON590'

POINT 2 12.69 (FT)

500' PRIMARY SURFACE

400' ROFA

C

TAXIWAY ALPHA

L

Mack

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GROUND EL.= ±79.40

GROUND EL.= ±79.40

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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 MAKE HIS OWN ARRANGEMENTS FOR ASPHALT AND OR

CONCRETE BATCH PLANT LOCATIONS WHICH MUST BE LOCATED OFF AIRPORT PROPERTY.

4. 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.

5. APPROVED CUTS IN PAVEMENT OR CONCRETE SHALL BE MADE USING A PAVEMENT SAW,

AND SHALL BE PATCHED TO MATCH THE EXISTING SURFACE IN A MANNER APPROVED BY

THE ENGINEER.

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

7. 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-METALIC BROOMS.

8. 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.

9. 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.

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

NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.

11. 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.

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

THIS PROJECT.

13. 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.

14. 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.

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

WHOSE DECISION SHALL BE FINAL.

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

17. 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.

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

OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS.

HAUL ROUTE / STAGING

19. 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 G-1.1 & G1.2.

20. 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.

21. 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.

22. 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.

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

CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. PRIOR TO

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

EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE

PLANS TO USE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION

ACCORDINGLY. ANY DAMAGE CAUSED BY HAULING OR ANY OTHER CONSTRUCTION

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

ADDITIONAL COST TO THE OWNER.

24. THE OWNER'S REPRESENATIVE 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.

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

AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.

MOVEMENT ON AIRFIELD

26. 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.

27. 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.

28. 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.

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

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

30. 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.

31. 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

32. 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.

33. 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.

34. 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.

35. 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.

G2.1

LIQUIDATED DAMAGES

LIQUIDATED DAMAGES AS PRESCRIBED IN SECTION 01010 - SUMMARY OF WORK, OF THE CONTRACT DOCUMENTS SHALL BE

ASSESSED FOR:

1. EACH DAY BEYOND THE SPECIFIED CONTRACT TIME THE ENTIRE PROJECT IS NOT SUBSTANTIALLY COMPLETE AND

READY FOR USE BY THE OWNER.

2. CONTRACTOR SHALL RETURN AFTER 30 DAYS FOR MARKING APPLICATION.

SURVEY NOTES

1. DATE OF FIELD SURVEY: JANUARY 14, 2025

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 POINTS 0011 AND 0012.

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

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CONTROL POINT

SET IRON ROD & CAP (58" LB 5091 WITNESS)

N.= 1759220.1820 E.= 585860.9300

ELEVATION =82.48'

CONTROL POINT

SET IRON ROD & CAP (5

8" LB 5091

WITNESS)

N.= 1759207.3060 E.= 585494.1430

ELEVATION =79.03'

CONTROL POINT

SET IRON ROD & CAP (5

8" LB 5091 WITNESS)

N.= 1758554.4730

E.= 585492.7370

ELEVATION =79.00'

CONTROL POINT

SET IRON ROD & CAP (5

8" WIT LB5091)

N.= 1758689.1200 E.= 585886.5200

ELEVATION =83.31'

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C1.1

EXISTING CONDITIONS

LEGEND

N

0 1005025

CONTROL POINTS

(US SURVEY FEET)

AutoCAD SHX Text A5

AutoCAD SHX Text A7

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AutoCAD SHX Text 30" R.C.P.

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CONC. HARDSTAND

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EXIST. CONC. HEADWAL INV.= 70.88'

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EXIST. CONC. HEADWAL INV.= 71.15'

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EXIST. SIGN

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TERMINAL BUILDING

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EXIST. CONC. HEADWAL INV.= 71.38'

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EXIST. CONC. HEADWAL INV.= 70.99'

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EXIST. SIGN

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EXIST. AIRCRAFT TIEDOWNS

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EXIST. SERVICE ROAD MARKINGS

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EXIST. MARKINGS (SHELTAIR)

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EXISTING PAVEMENT JOINT

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EXISTING PAVEMENT JOINT

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TSA

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EXIST. TAXIWAY SAFETY AREA

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TOFA

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EXIST. TAXILANE OBJECT FREE AREA

AutoCAD SHX Text 82.00

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EXISTING CONTOUR

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TW "A"

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EXIST. ASPHALT APRON

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EXIST. T/W EOP

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EOP

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TOS

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TOE OF SLOPE

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TOB

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TOP OF BANK

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RW "18-36"

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RW "18-36" EOP

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EXIST. T/W EOP

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TLSA

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EXISTING TAXILANE SAFETY AREA

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TLOFA

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EXISTING TAXILANE OBJECT FREE AREA

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EXISTING TW LIGHTS

EXISTING MITERED END SECTION

C1.2

EXIST. CONDITIONS -

PHOTOS

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REMOVE EXIST. AIRCRAFT

TIE-DOWNS (TYP, FOR 27)

REMOVE 93 S.Y. OF EXIST.

CONC. PAD

50.0

35.7

BID SCHEDULE 1

BID SCHEDULE 2

BID SCHEDULE 1

BID SCHEDULE 2

4' PAVEMENT TIE-IN

SEE DETAIL SHEET C3.2

4' PAVEMENT TIE-IN

SEE DETAIL SHEET C3.2

2' PAVEMENT TIE-IN

SEE DETAIL SHEET C3.2

2' PAVEMENT TIE-IN

SEE DETAIL SHEET C3.2

4' PAVEMENT TIE-IN

SEE DETAIL SHEET C3.2

C2.1

DEMOLITION & PAVEMENT

REMOVAL PLAN

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TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

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3-12-0055-034-2024

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8" ASPHALT SURFACE AND

PARTIAL BASE REMOVAL

(BID SCHEDULE 1)

LEGEND

(2" ASPHALT PAVEMENT

REMOVAL)

(BID SCHEDULE 2)

4' PAVEMENT TIE-IN (BID SCH. 1)

2' PAVEMENT TIE-IN (BID SCH. 2)

AutoCAD SHX Text A5

AutoCAD SHX Text A7

AutoCAD SHX Text A8

AutoCAD SHX Text A6

AutoCAD SHX Text A4

AutoCAD SHX Text

EXIST. PAVING JOINT

AutoCAD SHX Text

EXIST. PAVING JOINT

AutoCAD SHX Text

EXIST. PAVING JOINT

AutoCAD SHX Text 30" R.C.P.

AutoCAD SHX Text 36" R.C.P.

AutoCAD SHX Text

CONC. HARDSTAND

AutoCAD SHX Text

EXIST. AIRCRAFT TIEDOWNS

AutoCAD SHX Text

EXIST. MARKINGS (SHELTAIR)

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

RUNWAY SAFETY AREA

AutoCAD SHX Text

RUNWAY OBJECT FREE AREA

AutoCAD SHX Text

OBJECT FREE ZONE

AutoCAD SHX Text

ROFA

AutoCAD SHX Text

RSA

AutoCAD SHX Text

OFZ

AutoCAD SHX Text

TAXIWAY OBJECT FREE AREA

AutoCAD SHX Text

TOFA

AutoCAD SHX Text

TAXIWAY SAFETY AREA

TSA

N.T.S.

EXISTING TYPICAL SECTION

36'263'

±1.00%

N.T.S.

PROPOSED TYPICAL SECTION

2" FUEL RESISTANT ASPHALT MIX PAVEMENT

(P-404 w/ PG 88-22FR ASPHALT BINDER)

6" ASPHALT MIX PAVEMENT

PLACED IN 2 EQUAL LIFTS (P-403 w/ PG 76-22 ASPHALT BINDER)

2" SUPERPAVE ASPHALT CONC. (SP 12.5 w/ PG 67-22 ASPHT. BINDER)

(FDOT STD. SPECS 334, 2025-26)

TERMINAL BUILDING

TERMINAL BUILDING

MILL EXIST. PAVEMENT TO A DEPTH OF 8"

(±7.75" OF EXIST. ASPHALT AND ±0.25" OF EXIST. BASE)

MILL 2" OF EXIST. ASPHALT PAVEMENT.

(TO REMAIN)

(TO BE REMOVED -TYP. FOR 27 )

(TO REMAIN)

COMPACT/ ROLL EXIST. LIMEROCK BASE (LBR -100)

(COMPACT AT 98% MODIFIED PROCTOR PER AASHTO T180) (TO REMAIN)

PLACE TACK COAT

(FDOT STD. SPECS 300, 2025-26)

EMULSIFIED ASPHALT TACK COAT

BETWEEN THE LIFTS AND

VERTICAL FACES TYP. (P-603)

EMULSIFIED ASPHALT

PRIME COAT (P-602)

BID SCH. 1 BID

SCH. 2

BID SCH. 1

PHASE 1

BID SCH. 2

PHASE 2MATCH EXIST. GRADE

LIMITS OF PROJECT

LIMITS OF PROJECT

(TO REMAIN)

FILL WITH GROUT

50'

50'

SEE PAVEMENT TIE-IN

DETAIL SHEET C3.2

C3.1

TYPICAL SECTIONS

AND DETAILS

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24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

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3-12-0055-034-2024

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AutoCAD SHX Text ±1.00%

AutoCAD SHX Text ±1.30%

AutoCAD SHX Text ±14.0%

AutoCAD SHX Text ±20.0%

AutoCAD SHX Text ±1.30%

AutoCAD SHX Text ±14.0%

AutoCAD SHX Text ±20.0%

AutoCAD SHX Text

EXIST. TAXILANE

AutoCAD SHX Text

EXIST. TIE-DOWNS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

TAXILANE

AutoCAD SHX Text

EXIST. PAVING JOINTS

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:

TACK COAT (P-603) ON

SAWCUT SURFACES

2' ASPHALT SURFACE REMOVAL

VERTICAL SAWCUT AT

EDGE OF REMOVAL

SEE NOTE 1

PLACE TACK COAT

(FDOT STD. SPECS 300, 2025-26)

3" ASPHALT MIX PAVEMENT (P-403 w/ PG 76-22 ASPHALT BINDER)

3" ASPHALT MIX PAVEMENT (P-403 w/ PG 76-22 ASPHALT BINDER)

EMULSIFIED ASPHALT PRIME COAT (P-602)

EMULSIFIED ASPHALT TACK COAT BETWEEN THE LIFTS AND

VERTICAL FACES TYP. (P-603)

COMPACT/ ROLL EXIST. LIMEROCK BASE (LBR -100)

(COMPACT AT 98% MODIFIED PROCTOR PER AASHTO T180)

TACK COAT (P-603) ON

SAWCUT SURFACES (TYP.)

2' ASPHALT SURFACE REMOVAL

VERTICAL SAWCUT AT

EDGE OF REMOVAL

SEE NOTE 1

2' ASPHALT SURFACE/ BASE REMOVAL

TYPICAL 4' TIE-IN TO EXIST PAVEMENT

TYPICAL 2' TIE-IN TO EXIST PAVEMENT

NOTES:

1. SAWCUT EXISTING ASPHALT TO NEAT STRAIGHT (OR CURVED WHERE INDICATED)

VERTICAL LINES IN SOUND PAVEMENT. REMOVE EXISTING BASE COURSE TO NEAT

VERTICAL LINES. MAINTAIN EDGE OF PAVEMENT TO NEAT SQUARE LINES. RAVELING OR

DAMAGE AT EDGES THAT ARE UNACCEPTABLE TO THE ENGINEER SHALL BE RE-SAWCUT

FOR ENTIRE LENGTH OF THE JUNCTURE AS DIRECTED BY THE ENGINEER AT THE

CONTRACTOR'S EXPENSE BEFORE PLACEMENT OF THE NEW BASE OR SURFACE COURSE.

2" SUPERPAVE ASPHALT CONC. (SP 12.5 w/ PG 67-22 ASPHT. BINDER)

(FDOT STD. SPECS 334, 2025-26)

2" FUEL RESISTANT ASPHALT MIX PAVEMENT

(P-404 w/ PG 88-22FR ASPHALT BINDER)

LIMITS OF 8" MILLING AND OVERLAY

8"VERTICAL SAWCUT AT

EDGE OF REMOVAL

SEE NOTE 1

3"

3"

±1.00%

(TO REMAIN)

LIMITS OF 2" MILLING AND OVERLAY

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24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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C3.2

TYPICAL SECTIONS

AutoCAD SHX Text

EXIST. 3" TO 6" ASPHALT

AutoCAD SHX Text

EXIST. SUBGRADE

AutoCAD SHX Text

EXIST. 3" TO 6" ASPHALT

AutoCAD SHX Text

EXIST. 7" TO 9" LIMEROCK BASE

AutoCAD SHX Text

EXIST. SUBGRADE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

BID SCHEDULE 2

AutoCAD SHX Text

BID SCHEDULE 1

AutoCAD SHX Text

EXIST. 7" TO 9" LIMEROCK BASE

AutoCAD SHX Text

EXIST. SUBGRADE

AutoCAD SHX Text

EXIST. LIMEROCK BASE

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:

CONTROL POINT

SET IRON ROD & CAP (58" LB 5091 WITNESS)

N.= 1759220.1820 E.= 585860.9300

ELEVATION =82.48'

CONTROL POINT

SET IRON ROD & CAP (5

8" LB 5091

WITNESS)

N.= 1759207.3060 E.= 585494.1430

ELEVATION =79.03'

CONTROL POINT

SET IRON ROD & CAP (58" WIT LB5091)

N.= 1758689.1200 E.= 585886.5200

ELEVATION =83.31'

263.00'

39.50'

NEW REFLECTIVE

WHITE STRIPING

(SEE DETAIL 2 ON

SHEET C6.1) TYP.

FOR THREE

±50.00'

NEW IN-GROUND

UTILITY/POWER PIT BOX.

(TYP. FOR TWO) SEE

DETAIL SHEET C7.1

NEW 6" WIDE REF. YELLOW CL STRIPE SEE

DETAIL 3 SHEET C6.1 (TYP.)

TIE TO EXISTING CL

STRIPES

NEW SERVICE ROAD STRIPING

(SEE DETAIL 1 ON SHEET C6.1)

TIE TO EXISTING SERVICE

ROAD MARKINGS

70.00'

UE UE

U E

UE UE

32.93'

36.00'

INSTALL ±244 L.F. OF

2-WAY, 4" INCASED

CONCRETE DUCT BANK

INSTALL ±220 L.F. OF 2-WAY,

4" DUCT BANK IN TURF (SEE

ELECTRICAL DETAILS)

R60.00'

R60.00'

TIE TO EXISTING CL STRIPE

TIE TO EXISTING CL

STRIPES

TIE TO EXISTING CL STRIPE

±560.00'

TIE TO EXISTING CL

STRIPES

TIE TO EXISTING CL STRIPE

C4.1

PAVEMENT LAYOUT AND

MARKING PLAN

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REVISIONS

24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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2" ASPHALT MIX PAVEMENT (P-404)

6" ASPHALT MIX PAVEMENT (P-403)

IN 2 EQUAL LIFTS - BID SCHEDULE 1

LEGEND

4' PAVEMENT TIE-IN BID SCH. 1

2" SP 12.5 SUPERPAVE ASPHALT

(FDOT -334) -BID SCHEDULE 2

0 603015

2' PAVEMENT TIE-IN BID SCH. 2

AutoCAD SHX Text

CONC. HARDSTAND

AutoCAD SHX Text

EXIST. SIGN

AutoCAD SHX Text

TERMINAL BUILDING

AutoCAD SHX Text

EXIST. SIGN

AutoCAD SHX Text

EXIST. SERVICE ROAD MARKINGS

AutoCAD SHX Text

EXIST. GRASS

AutoCAD SHX Text

EXIST. GATE NO.20

AutoCAD SHX Text

TERMINAL BUILDING

AutoCAD SHX Text

EXIST. TOWER

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

RUNWAY SAFETY AREA

AutoCAD SHX Text

RUNWAY OBJECT FREE AREA

AutoCAD SHX Text

OBJECT FREE ZONE

AutoCAD SHX Text

ROFA

AutoCAD SHX Text

RSA

AutoCAD SHX Text

OFZ

AutoCAD SHX Text

TAXILANE OBJECT FREE AREA

AutoCAD SHX Text

TLOFA

AutoCAD SHX Text

TAXILANE SAFETY AREA

TLSA

4' PAVEMENT TIE-IN

TYP. SEE DETAIL

SHEET C3.2

MATCH EXIST.

PAVEMENT ELEV.

TYP.

±50.00'

MATCH EXIST. PAVEMENT ELEV.

TYP.

MATCH EXIST. PAVEMENT ELEV.

TYP.

80.00

81.00

82.00

80.20

80.40

80.60

80.80

81.20

81.40

81.60

81.80

82.20

82.40

82.60

1%

1%

1%

1%

2' PAVEMENT TIE-IN

TYP. SEE DETAIL

SHEET C3.2 (BID

SCH. 2)

2' PAVEMENT TIE-IN

TYP. SEE DETAIL

SHEET C3.2 (BID

SCH. 2)

4' PAVEMENT TIE-IN

TYP. SEE DETAIL

SHEET C3.2

4' PAVEMENT TIE-IN

TYP. SEE DETAIL

SHEET C3.2

C5.1Fil e P ath : C:

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24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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ASPHALT PAVEMENT (P-404)

BID SCHEDULE 1

LEGEND

2' PAVEMENT TIE-IN BID SCH. 2

ASPHALT PAVEMENT

BID SCHEDULE 2

GRADING &

DRAINAGE PLAN

PROPOSED CONTOURS82.20

LIMITS OF CONSTRUCTION

STORM WATER FLOW ARROW

4' PAVEMENT TIE-IN BID SCH. 1

AutoCAD SHX Text 30" R.C.P.

AutoCAD SHX Text 36" R.C.P.

AutoCAD SHX Text

EXIST. GRASS

AutoCAD SHX Text

EXIST. GATE NO.20

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

RUNWAY SAFETY AREA

AutoCAD SHX Text

RUNWAY OBJECT FREE AREA

AutoCAD SHX Text

OBJECT FREE ZONE

AutoCAD SHX Text

ROFA

AutoCAD SHX Text

RSA

AutoCAD SHX Text

OFZ

AutoCAD SHX Text

TAXILANE OBJECT FREE AREA

AutoCAD SHX Text

TLOFA

AutoCAD SHX Text

TAXILANE SAFETY AREA

AutoCAD SHX Text

TLSA

AutoCAD SHX Text

TSA

AutoCAD SHX Text

EXIST. TAXIWAY SAFETY AREA

AutoCAD SHX Text

TOFA

AutoCAD SHX Text

EXIST. TAXIWAY OBJECT FREE AREA

AutoCAD SHX Text 79.00

EXISTING CONTOURS

12" WIDE REFLECTIVE WHITE PAINTED

MARKING W/ TYPE III GLASS BEADS (TYP.)

1'

4'

12" WIDE NON-REFLECTIVE

BLACK PAINTED MARKING (TYP.)

C6.1

MARKING DETAILS

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24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

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455217-1-94-01 (G3474)

3-12-0055-034-2024

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SERVICE ROAD STRIPING DETAIL

N.T.S

6" REFLECTIVE YELLOW SOLID

TAXILANE CENTER LINE MARKING

(USE TYPE III BEADS ONLY)

W/ 6" BLACK BORDER.

TAXILANE CENTERLINE MARKING

N.T.S

SHELTAIR AIRCRAFT CONFINEMENT AREA MARKING

N.T.S

12'

2'

2'

4" REFLECTIVE WHITE SKIP (2'-12')

MARKING (W/ TYPE III BEADS)

AutoCAD SHX Text

DATE

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NO.

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DESCRIPTION

AutoCAD SHX Text

BY

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NOTES:

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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:

C7.1

ELECTRICAL DETAILS

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REVISIONS

24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

AM HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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4" SCHED. 80 PVC

CONDUIT

SPACER

#6 AWG BARE

COPPER

COUNTERPOISE WIRE

NEW 2" P-404 ASPHALT

SURFACE COURSE

P-610 CONCRETE

ENCASEMENT

4000 PSI

4" SHED. 80 PVC

CONDUIT

#6 AWG BARE COPPER

COUNTERPOISE WIRE

SAND BACKFILL *

BACKFILL WITH SUITABLE

COMPACTED MATERIAL

REMOVED FROM THE

TRENCH

DETECTABLE

UNDERGROUND ELEC.

TAPE (L-110 SPEC.)

2-WAY, 4" DUCT BANK IN FULL-STRENGTH PAVEMENT 2-WAY, 4" DUCT BANK IN TURF

NEW 6" P-403 ASPHALT

SURFACE COURSE

NOTES:

1. REQUIRED 50 HZ AC POWER NEW AIRCRAFT SOCKETS ARE FITTED TO UPPER PART OF THE HATCH FOR EASE OF

OPERATION. REQUIRED TO HAVE ONLY ONE A MAIN POWER DISCONNECT/ BREAKER.

2. WATERPROOF CORRUGATED HATCH LOAD CAPACITY: F900 (90T/M²).

3. THE HATCH MUST BE PROTECTED FROM SPARK FORMATION CAUSED BY COLLISIONS WITH METAL OBJECTS.

4. REQUIRED TO HAVE WATER/ SUMP PUMP WATER LEVEL DETECTOR.

5. ALL COMPONENTS SHALL BE EXPLOSION PROOF.

6. EXPLOSION PROOF CABLES WILL BE PROVIDED AND INSTALL BY OTHERS.

7. ALL COMPONENTS SHALL BE ATEX/ UL CERTIFIED AND MEET NFPA 70 (NEC), NFPA 415, AND FAA REQUIREMENTS.

NEW UNDERGROUND HATCH MINI PIT SYSTEM FULL ASSEMBLY

BACKFILL WITH SUITABLE

COMPACTED MATERIAL

REMOVED FROM THE

TRENCH (LBR - 40)

BACKFILL WITH P-211 LIME ROCK

(LBR 100)

M

IN

. 2 4"

8…