ITB_AIR261130_OCF_Concrete_Pads__THanger_Taxilane_Rehabilitation__Exhibit_J__Plan_Set.pdf

PROJECT AREAS

LOCATION MAP

OCALA INTERNATIONAL

AIRPORT

VICINITY MAP

PREPARED BY:

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A

LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE

ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH

ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

PREPARED FOR:

FLORIDA

MJ PROJECT NO.:

MARION COUNTY

CONCRETE PADS AND T-HANGAR

TAXILANE REHABILITATION

BID DOCUMENTS

19033.11

OCALA INTERNATIONAL AIRPORT

AUGUST 2026

OCALA INTERNATIONAL AIRPORT

1770 SW 60TH AVENUE, SUITE 600

OCALA, FLORIDA

(352) 629-2489

WWW.OCALAFL.GOV

OCALA, FLORIDA

1770 SW 60TH AVENUE, SUITE 600

PE_NO

PE_DATE

SEALED

1522 PENMAN ROAD SUITE 14

JACKSONVILLE, FLORIDA 32250

CITY OF OCALA

ROBERT B. OVERBY

57558

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

G

EN

R

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SUBMISSIONS TABLE

# SUBMISSION DATE

1 PRELIMINARY DESIGN DECEMBER 5, 2025

2 FINAL DESIGN JANUARY 2026

SUBCONSULTANT CONTACT TABLE

COMPANY ROLE ADDRESS PHONE EMAIL

SES ENVIRONMENTAL RESOURCE

SOLUTIONS LLC

DOCUMENTED CATEGORICAL

EXCLUSION (CATEX) 3550 St. Johns Bluff Road South, Jacksonville, FL 32224 904-285-1397 mail@ersenvironmental.com

R.M. BARRINEAU AND ASSOCIATES TOPOGRAPHIC SURVEY Oakhurst Professional Park 1309 S.E. 25th Loop Suite 103, Ocala, FL 34471 352-369-3771 diane@rmbarrineau.com

GEO-TECHNOLOGIES, INC GEOTECHNICAL SERVICES 1016 S.E. 3rd Avenue, Ocala, FL 34471 352-694-7711 gpolk@geotechfl.com

3 BID DOCUMENTS AUGUST 2026

A/P

AC

ACC.

A.D.B.E.

ADD.

ADMIN.

ALT.

AOA

APPROX.

AWOS

BEG.

BIT.

BMP

BVCE

BVCS

CB

CD

CMP

C.O.

CONC.

CONT.

CY

DIA.

DWG.

E=, E =

EG

E-EHH

EJC

ELEV.

ELEC.

EMH

E-EMH

EOP

EVCE

EVCS

EXIST.

FAA

FES

FT

GRD

HDPE

HW

IND.

INCID.

JC

LAT.

LF

AIRPORT

ACRES

ACCESS

AS DETERMINED BY ENGINEER

ADDITIVE

ADMINISTRATION

ALTERNATE

AIRPORT OPERATIONS AREA

APPROXIMATELY

AUTO AIRPORT WEATHER STA.

BEGINNING

BITUMINOUS

BEST MANAGEMENT PRACTICE

BEG OF VERTICAL CURVE ELEV.

BEG OF VERTICAL CURVE STA.

CENTERLINE

CATCH BASIN

CROSS DRAIN

CORRUGATED METAL PIPE

UD CLEAN OUT

CONCRETE

CONTINUED

CUBIC YARDS

DIAMETER

DRAWING

EASTING

EXISTING GROUND

EXISTING ELECTRICAL HANDHOLE

ELECTRICAL JUNCTION CAN

ELEVATION

ELECTRIC OR ELECTRICAL

ELECTRICAL MANHOLE

EXISTING ELECTRICAL MANHOLE

EDGE OF PAVEMENT

END OF VERTICAL CURVE ELEV

END OF VERTICAL CURVE STA

EXISTING

FEDERAL AVIATION ADMIN.

LONG.

LT

LVC

MAT.

MAX.

MES

MIN.

MPH

N=, N =

NO.

NOM.

NOTAM

N.T.S.

OCF

OFF

OFZ

PAPI

PC

PROP.

PT

PVC

PVI

PVM'T

RCP

REIL

REQ'D

ROFA

ROFZ

RPR

RPZ

RSA

RT

RWY

SEL.

SF

STA

SUPP.

SY

TEMP.

TLOFA

TOFA

TSA

TSS

TYP.

TW

UD

UE

U/G

MAXIMUM

MITERED END SECTION

MINIMUM

MILES PER HOUR

NORTHING

NUMBER

NOMINAL

NOTICE TO AIR MISSIONS

NOT TO SCALE

ABBREVIATIONS:

TAXIWAY OR TAXILANE SAFETY AREA

THRESHOLD SITING SURFACE

TYPICAL

TAXIWAY

UNDERDRAIN

UNDERGROUND ELECTRIC

UNDERGROUND

LONGITUDE

LEFT

LENGTH OF VERTICAL CURVE

MATERIAL

AIRPORT IDENTIFIER

OFFSET

OBSTACLE FREE ZONE

PRECISION APPROACH PATH INDICATOR

POINT OF CURVATURE

PROPOSED

POINT OF TANGENCY

POLYVINYL CHLORIDE PIPE

POINT OF VERTICAL INTERSECTION

PAVEMENT

REINFORCED CONCRETE PIPE

RUNWAY END IDENTIFIER LIGHT

REQUIRED

RWY OBJECT FREE AREA

RWY OBSTACLE FREE ZONE

RESIDENT PROJECT REPRESENTATIVE

RWY PROTECTION ZONE

RWY SAFETY AREA

RIGHT

RUNWAY

SELECTIVE

SQUARE FEET

STATION

SUPPLEMENTAL

SQUARE YARDS

TEMPORARY

TAXILANE OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

FLARED END SECTION

FEET

GROUND WIRE

HIGH-DENSITY POLYETHYLENE

HEADWALL

INDIVIDUAL

INCIDENTAL

JUNCTION CAN

LATITUDE

LINEAR FEET

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

GENERAL NOTES

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

NOT TO SCALE

CLH

RBO

CLH

19033.11

AUGUST 2026

GN-01

2 42

BID DOCUMENTS

SHEET LIST TABLE

Sheet

Number Sheet Title PAGE

NUMBER

CV-01 COVER SHEET 1

GN-01 GENERAL NOTES 2

GN-02 QUANTITIES 3

GP-01 GENERAL PLAN 4

CS-01 CONSTRUCTION SAFETY AND PHASING PLAN - 1 OF 3 5

CS-02 CONSTRUCTION SAFETY AND PHASING PLAN - 2 OF 3 6

CS-03 CONSTRUCTION SAFETY AND PHASING PLAN - 3 OF 3 7

EX-01 EXISTING CONDITIONS PLAN - 1 OF 3 8

EX-02 EXISTING CONDITIONS PLAN - 2 OF 3 9

EX-03 EXISTING CONDITIONS PLAN - 3 OF 3 10

DE-01 DEMOLITION PLAN - 1 OF 3 11

DE-02 DEMOLITION PLAN - 2 OF 3 12

DE-03 DEMOLITION PLAN - 3 OF 3 13

GE-01 GEOMETRY AND MARKING PLAN - 1 OF 3 14

GE-02 GEOMETRY AND MARKING PLAN - 2 OF 3 15

GE-03 GEOMETRY AND MARKING PLAN - 3 OF 3 16

GE-04 TYPICAL SECTIONS 17

GE-05 CONCRETE DETAILS 18

GE-06 PAVEMENT TRANSITION DETAILS 19

GE-07 MARKING DETAILS 20

GR-01 GRADING, DRAINAGE, AND EROSION CONTROL PLAN - 1 OF 3 21

GR-02 GRADING, DRAINAGE, AND EROSION CONTROL PLAN - 2 OF 3 22

GR-03 GRADING, DRAINAGE, AND EROSION CONTROL PLAN - 3 OF 3 23

PR-01 PROFILE 24

SW-01 STORMWATER PLAN 25

SW-02 STORMWATER PROFILES 26

GR-04 SPOT GRADING PLAN - 1 OF 3 27

GR-05 SPOT GRADING PLAN - 2 OF 3 28

GR-06 SPOT GRADING PLAN - 3 OF 3 29

GR-07 GRADING AND DRAINAGE DETAILS - 1 OF 3 30

GR-08 GRADING AND DRAINAGE DETAILS - 2 OF 3 31

GR-09 GRADING AND DRAINAGE DETAILS - 3 OF 3 32

GR-10 EROSION CONTROL DETAILS 33

UT-01 UTILITY PLAN 34

UT-02 ELECTRICAL DETAILS 35

UT-03 WATER DETAILS 36

BL-01 BORING LOCATION MAP - 1 OF 2 37

BL-02 BORING LOCATION MAP - 2 OF 2 38

BL-03 BORING LOGS - 1 OF 4 39

BL-04 BORING LOGS - 2 OF 4 40

BL-05 BORING LOGS - 3 OF 4 41

BL-06 BORING LOGS - 4 OF 4 42

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 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.

19. NO SITE WORK SHALL BE CONDUCTED PRIOR TO OBTAINING A SITE PERMIT FROM THE

CITY. THE CONTRACTOR SHALL NOT OBTAIN ANY PERMITS PRIOR TO THE PRE-CONSTRUCTION

MEETING, TO BE SCHEDULED BY THE RPR.

HAUL ROUTE STAGING

20. 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 THE PLAN SHEETS.

21. 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.

22. 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.

23. 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.

24. 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.

25. 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.

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

AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.

MOVEMENT ON AIRFIELD

27. 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.

28. 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.

29. 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.

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

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

31. 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.

32. 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

33. 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.

34. 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.

35. 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.

36. 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.

2 of 432 of 43

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

G

EN

R

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

QUANTITIES

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

NOT TO SCALE

CLH

RBO

CLH

19033.11

AUGUST 2026

GN-02

3 42

BID DOCUMENTS

SCHEDULE A BASE BID

SCHEDULE A ADD ALT 1

SCHEDULE B BASE BID

3 of 433 of 43

TSA

TSA

TSA

TOFA

TOFA

TSA

TSA

ET

ET

ET

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

R

SA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

TO

FA

TO

FA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

SCHEDULE B:

CONCRETE PADS

SCHEDULE B:

CONCRETE PADS

TWY A3

TWY A2

TWY A1

TWY A4

TWY A5

TWY A6

TWY A7

TWY A8

TWY A9

TWY A10

TWY A11

TWY A12

TWY A13

R W

Y

-3

(1

' X

7'

TW

Y

A

FUEL

FARM

TERMINAL

BUILDING

TWY B

RWY 8-26 (50' X 3009')

TW

Y

B3 TW

Y

B2 TW

Y

B1

APRON

ATCT

FBO/ BOX

HANGAR

FBO CORPORATE

HANGARTWY A3

TWY A2

TWY A1

TWY A4

TWY A5

TWY A6

TWY A7

TWY A8

TWY A9

TWY A10

TWY A11

TWY A12

TWY A13

R W

Y

-3

(1

' X

7'

TW

Y

A

FUEL

FARM

TERMINAL

BUILDING

TWY B

RWY 8-26 (50' X 3009')

TW

Y

B3 TW

Y

B2 TW

Y

B1

APRON

ATCT

FBO/ BOX

HANGAR

FBO CORPORATE

HANGAR

CP#3170

CP#7001

CP#7003

CP#7004 CP#7005

CP#7006

CP#7007

CP#7008

CP#1

CP#2

CP#3

CP#4

CONTROL POINT TABLE

POINT

CP#1

CP#2

CP#3

CP#4

CP#3170

CP#7001

CP#7003

CP#7004

CP#7005

CP#7006

CP#7007

CP#7008

NORTHING

1761378.460

1756371.730

1759977.050

1758875.260

1759183.464

1760385.600

1761467.444

1761213.084

1761238.650

1760710.794

1760404.854

1761068.784

EASTING

584809.560

584806.510

584494.040

584808.030

586308.857

585723.580

585887.191

585745.464

586152.537

586328.457

586301.907

585567.308

ELEVATION

77.40

77.00

79.00

76.82

81.43

81.01

79.35

77.43

76.14

77.57

78.52

76.57

DESCRIPTION

OCF AP STA A

OCF AP STA B

OCF ARP 2

OCF ARP

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SET IRON ROD & CAP (5/8" WIT LB5091)

SCHEDULE A AND B STAGING AREA

SCHEDULE B

STAGING AREA

SCHEDULE A:

T-HANGAR TAXILANE

REHABILITATION

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

G

EN

R

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SCALE

0 500 1000 1500 FT

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

GENERAL PLAN

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=500'

CLH

RBO

CLH

19033.11

AUGUST 2026

GP-01

4 42

BID DOCUMENTS

LEGEND

CHAIN LINK FENCE

PROPERTY LINE

SCHEDULE A PROJECT AREA

SCHEDULE B PROJECT AREA

CONTRACTOR STAGING AREA

CONTROL POINT

RUNWAY OBJECT FREE AREA

RUNWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

ROFA

RSA

TOFA

TSA

SURVEY NOTES

1. DATES OF FIELD SURVEY: SEPTEMBER 23, 2025 AND FEBRUARY 06,

2026 BY R.M. BARRINEAU & ASSOCIATES, INC.

2. 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.

3. VERTICAL DATUM BASED ON CITY OF OCALA ENGINEERING

DEPARTMENT CONTROL POINT 0011 WITH AN ELEVATION OF 85.20',

NAVD-88.

4 of 434 of 43

R30

R34'

R30

R30'

R30

R32'

R32

R30'

R50

37' (T

YP.)

ET

ET

X X X

X

X

XXX

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

INSTALL PHASE 7 LOW PROFILE

BARRICADES (TYP.)

(INCIDENTAL TO ITEM M-200-1)

INSTALL PHASE 6 LOW PROFILE

BARRICADES (TYP.)

(INCIDENTAL TO ITEM M-200-1)

TW

Y

A

FUEL

FARM

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

BOX HANGAR

AIRPORT

ADMIN/BOX

HANGAR

BOX HANGAR

HANGARS HANGARS

SW

60TH

AVE

TA

XI

LA

N

E

TA

XI

LA

N

E

CONTRACTOR SHALL PROVIDE GATE GUARD TO BE STATIONED

AT ACCESS GATE #4A DURING WORKING HOURS AND GATE TO

BE LOCKED DURING NON-WORKING HOURS.

(INCIDENTAL TO ITEM M-200-1)

CONTRACTOR STAGING AREA FOR WORK

AREAS 1 TO 7

MAXIMUM STOCKPILE HEIGHT: 25'

CONTRACTOR SHALL PROVIDE VACUUM POWERED SWEEPER

AND DEDICATED OPERATOR DURING DURATION OF WORK.

(INCIDENTAL TO M-200-1)

CONTRACTOR SHALL COORDINATE WITH AIRPORT TO

ENSURE NO OBSTRUCTIONS ARE IN HAUL ROUTE

HAUL ROUTE (TYP.)

CONTRACTOR SHALL COORDINATE WITH

FBO AND AIRPORT FOR FUEL DELIVERIES.

(INCIDENTAL TO ITEM M-200-1)

100' ROW

50' 50'

ROW

ROW CENTER

LINE

AIRPORT PROPERTY

LINE

30.91'

INSTALL CONSTRUCTION ENTRANCE TRACKING PAD.

SEE DETAIL, SHEET GR-11

(INCIDENTAL TO M-200-1)

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

C

SP

P.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SCALE

0 50 100 150 FT

OVERALL CONSTRUCTION SAFETY AND PHASING PLAN

NOTES

1. ALL CONSTRUCTION PERSONNEL AND EQUIPMENT

SHALL REMAIN WITHIN ACTIVE WORK AREAS.

2. ALL VEHICLES FROM THE CONSTRUCTION WORK

AREAS SHALL BE CLEAR FROM FOREIGN OBJECT

DEBRIS (FOD) PRIOR TO ENTERING OR EXITING THE

OCALA INTERNATIONAL AIRPORT. CONTRACTOR SHALL

BE RESPONSIBLE FOR PROVIDING A VACUUM SWEEPER

WITH DEDICATED OPERATOR AT ALL TIMES.

3. ALL DUMP BODY VEHICLES SHALL HAVE RETRACTABLE

TARPS EQUIPPED FOR THE PURPOSE OF COVERING

THEIR LOAD IN AN EFFORT TO PREVENT FOD.

4. ACCESS TO THE AIRPORT WILL BE VIA THE EXISTING

GATE AS SHOWN ON THE PLANS. THE CONTRACTOR

SHALL STATION A CONTRACTOR SUPPLIED GATE

GUARD AT THE GATE DURING WORKING HOURS.

5. ALL CONTRACTOR ACCESS AND HAUL ROUTES SHALL

BE COORDINATED WITH THE AIRPORT PRIOR TO START

OF WORK.

6. ANY PAVEMENT OR OTHER STRUCTURE DAMAGED DUE

TO CONSTRUCTION SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

7. ANY PAVEMENT MARKING DAMAGED OR OBSCURED

DUE TO HEAVY TRAFFIC SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

8. STOCKPILE HEIGHTS SHALL NOT EXCEED 25'.

9. TYPICAL ALLOWABLE CONTRACTOR WORK HOURS ARE

SUNRISE TO SUNSET, AIRPORT OPERATIONS HAS THE

RIGHT TO DELAY THE START AND END OF WORK DUE

TO WEATHER OR AIRPORT EMERGENCIES.

10. PHASES 6 AND 7 ARE PROHIBITED FROM BEING

PERFORMED CONCURRENTLY

11. PHASE 8 MAY BE PERFORMED ANYTIME WITHIN THE 150

CALENDAR DAYS

12. CONTRACTOR SHALL PERIODICALLY SWEEP EXISTING

ON-SITE PAVED SURFACES AS WELL AS SW 60TH AVE

TO KEEP THOSE SURFACES IN A SUBSTANTIALLY

SEDIMENT-FREE CONDITION. SWEEPING SHALL BE

DONE ON A PERIODIC, AS-NEEDED BASIS THROUGHOUT

THE WORK WEEK AND AT MINIMUM AFTER EVERY RAIN

EVENT AND EVERY FRIDAY AFTERNOON PRIOR TO

CEASING WORK FOR THE WEEK. CONTRACTOR SHALL

PERFORM ADDITIONAL SWEEPING AS DIRECTED BY THE

RPR.

13. ALL MATERIALS, MACHINERY, AND VEHICLES SHALL BE

STORED ON-SITE IN AN ORDERLY ORGANIZED FASHION.

STOP

RSA

ROFA

TOFA

TSA

LEGEND

PROPERTY LINE

RIGHT OF WAY

CENTERLINE

RIGHT OF WAY

RUNWAY SAFETY AREA

RUNWAY OBJECT

FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT

FREE AREA

HAUL ROUTE

LOW PROFILE BARRICADE

VACUUM SWEEPER

STAGING AREA

WORK AREA

DESIGNATION

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

PHASE 8

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

CONSTRUCTION

SAFETY AND PHASING

PLAN - 1 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=50'

CLH

RBO

CLH

19033.11

AUGUST 2026

CS-01

5 42

BID DOCUMENTS

CONTRACTOR CALENDAR TIME:

150 CONSECUTIVE CALENDAR DAYS

SCHEMATIC CONSTRUCTION SEQUENCING

IN CALENDAR DAYS

(N O

TI

C

E

TO

P R

O C

EE

D

0 10

PHASE 1

(14)

20 30 40 50 60 70 80

PHASE 2

(14)

90 100 110 120

CALENDAR DAYS

PHASE 3

(14)

PHASE 4

(14)

PHASE 5

(14)

PHASE 6

(50)

PHASE 7

(25)

PHASE 8

(5) SU

BS

TA

N

TI

AL

C

O M

PL

ET

IO

N

-1

C O

N

SE

C U

TI

VE

C

AL

EN

D

AR

D

AY

S

130 140 150

MATCHLINE (SEE SHEET CS-02) 5 of 435 of 43

R30' R55'

R50

R 60'

R40

R38'

R40

R40'

R50'

R50

ET

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TWY A3

LIGHTED WIND CONE

FBO/ BOX HANGAR

FBO CORPORATE HANGAR

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

TA

XI

LA

N

E

INSTALL LOW PROFILE

BARRICADES (TYP.)

(INCIDENTAL TO ITEM M-200-1)

HAUL ROUTE (TYP.)

CONTRACTOR SHALL PROVIDE VACUUM POWERED SWEEPER

AND DEDICATED OPERATOR DURING DURATION OF WORK.

(INCIDENTAL TO M-200-1)

100' ROW

50' 50'

ROW

ROW CENTER LINE

AIRPORT PROPERTY LINE

31.59'

INSTALL CONSTRUCTION BARRIER FENCE

SEE DETAIL, SHEET GR-11

(INCIDENTAL TO M-200-1)

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

C

SP

P.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SCALE

0 50 100 150 FT

RSA

ROFA

TOFA

TSA

LEGEND

PROPERTY LINE

RIGHT OF WAY

CENTERLINE

RIGHT OF WAY

RUNWAY SAFETY AREA

RUNWAY OBJECT

FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT

FREE AREA

HAUL ROUTE

LOW PROFILE BARRICADE

VACUUM SWEEPER

STAGING AREA

WORK AREA

DESIGNATION

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

PHASE 8

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

CONSTRUCTION

SAFETY AND PHASING

PLAN - 2 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=50'

CLH

RBO

CLH

19033.11

AUGUST 2026

CS-02

6 42

BID DOCUMENTS

MATCHLINE (SEE SHEET CS-01)

MATCHLINE (SEE SHEET CS-03) 6 of 436 of 43

10" 96"

NOTES:

1. PLACE BARRICADES CONTINUOUSLY ACROSS PAVEMENT TO WITHIN

5' OF EDGE OF PAVEMENT OR ADBE.

2. BARRICADES SHALL BE ORANGE HDPE WITH WHITE REFLECTIVE BANDS

(OR APPROVED EQUAL).

3. CONTRACTOR SHALL BE RESPONSIBLE FOR PLACEMENT AND MAINTENANCE

OF ALL BARRICADES THROUGH THE PROJECT DURATION

MULTI-BARRIER

AIRPORT-RUNWAY BARRICADE

LOW PROFILE CONSTRUCTION BARRICADE DETAIL

NOT TO SCALE

(INCIDENTAL TO ITEM M-200-1)

SOLAR POWERED RED

FLASHING WARNING LIGHTS

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TWY A5

TERMINAL

BUILDING

APRON

ATCT

SELF SERVE

FUEL STATION

BOX HANGAR

BOX HANGAR

STORAGE

SHED

ELECTRICAL

VAULT

CONTRACTOR STAGING AREA FOR PHASE

8MAXIMUM STOCKPILE HEIGHT: 25'

CONTRACTOR SHALL PROVIDE GATE GUARD TO BE

STATIONED AT ACCESS GATE #2 DURING WORKING HOURS

AND GATE TO BE LOCKED DURING NON-WORKING HOURS.

HAUL ROUTE (TYP.)

INSTALL LOW PROFILE BARRICADES (TYP.)

100' ROW

50' 50'

ROW

ROW CENTER LINE

AIRPORT PROPERTY LINE

33.34'

INSTALL CONSTRUCTION ENTRANCE TRACKING PAD.

SEE DETAIL, SHEET GR-11

(INCIDENTAL TO M-200-1)

INSTALL CONSTRUCTION BARRIER FENCE

SEE DETAIL, SHEET GR-11

(INCIDENTAL TO M-200-1)

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

C

SP

P.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SCALE

0 50 100 150 FT

STOP RSA

ROFA

TOFA

TSA

LEGEND

PROPERTY LINE

RIGHT OF WAY

CENTERLINE

RIGHT OF WAY

RUNWAY SAFETY AREA

RUNWAY OBJECT

FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT

FREE AREA

HAUL ROUTE

LOW PROFILE BARRICADE

VACUUM SWEEPER

STAGING AREA

WORK AREA

DESIGNATION

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

PHASE 8

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

CONSTRUCTION

SAFETY AND PHASING

PLAN - 3 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=50'

CLH

RBO

CLH

19033.11

AUGUST 2026

CS-03

7 42

BID DOCUMENTS

MATCHLINE (SEE SHEET CS-02)

7 of 437 of 43

ET

X X X X X

X

X X

X

XXXXX

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

SIGN (EFSO)

SIGN (EFSO)

4" P.V.C.

18" H.D.P.E.

18" P.V.C.

" P

.V .C

" P

.V .C

" P

.V .C

18" P.V.C

EXISTING RIM = 76.87'

N. INVERT = 73.04'

W. INVERT = 73.04'

S. INVERT = 73.07'

RIM = 75.83'

S. INVERT = 73.02'

RIM = 77.42'

E. INVERT = 77.15'

W. INVERT = 76.72'

RIM = 77.40'

E. INVERT = 75.58'

S. INVERT = 75.01' INVERT = 77.23'

FUEL

FARM

T-HANGARS

T-HANGARS

T-HANGARS

BOX HANGAR

TA

XI

LA

N

E

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

E

XS

T.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SCALE

0 30 60 90 FT

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

EXISTING CONDITIONS

PLAN - 1 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=30'

CLH

RBO

CLH

19033.11

AUGUST 2026

EX-01

8 42

BID DOCUMENTS

MATCHLINE (SEE SHEET EX-02)

LEGEND

EXISTING 1' MAJOR CONTOUR

EXISTING MINOR 0.5' CONTOUR

CHAIN LINK FENCE

PROPERTY LINE

EXISTING STORMWATER LINE

EXISTING UNDERGROUND

ELECTRIC LINE

EXISTING WATER LINE

EXISTING ELECTRIC

STRUCTURE

EXISTING TRANSFORMER

EXISTING INFILTRATION BASINS

EXISTING ASPHALT

EXISTING CONCRETE

ET

UE

8 of 438 of 43

UEUEUEUEUEUEUEUEUE

UE

UE

U E

12" H.D.P.E.

12" X 19" R.C.P.

FBO CORPORATE HANGAR

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

TA

XI

LA

N

E

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

E

XS

T.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

EXISTING CONDITIONS

PLAN - 2 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=30'

CLH

RBO

CLH

19033.11

AUGUST 2026

EX-02

9 42

BID DOCUMENTS

SCALE

0 30 60 90 FT

MATCHLINE (SEE SHEET EX-01)

LEGEND

EXISTING 1' MAJOR CONTOUR

EXISTING MINOR 0.5' CONTOUR

CHAIN LINK FENCE

PROPERTY LINE

EXISTING STORMWATER LINE

EXISTING UNDERGROUND

ELECTRIC LINE

EXISTING WATER LINE

EXISTING ELECTRIC

STRUCTURE

EXISTING TRANSFORMER

EXISTING INFILTRATION BASINS

EXISTING ASPHALT

EXISTING CONCRETE

ET

9 of 439 of 43

U E

U E

U E

TERMINAL

BUILDING

APRON

ATCT

SELF SERVE

FUEL STATION

STORAGE

SHED ELECTRICAL

VAULT

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

E

XS

T.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

EXISTING CONDITIONS

PLAN - 3 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=30'

CLH

RBO

CLH

19033.11

AUGUST 2026

EX-03

10 42

BID DOCUMENTS

SCALE

0 30 60 90 FT

LEGEND

EXISTING 1' MAJOR CONTOUR

EXISTING MINOR 0.5' CONTOUR

CHAIN LINK FENCE

PROPERTY LINE

EXISTING STORMWATER LINE

EXISTING UNDERGROUND

ELECTRIC LINE

EXISTING WATER LINE

EXISTING ELECTRIC

STRUCTURE

EXISTING TRANSFORMER

EXISTING INFILTRATION BASINS

EXISTING ASPHALT

EXISTING CONCRETE

ET

10 of 4310 of 43

X X X X X

X

X X

X

XXXXX

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

FUEL FARM

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

BOX HANGAR

TA

XI

LA

N

E

U E

U E

U E

U E

U E

U E

REMOVE CABLE AND

CONDUIT IF NEEDED,

CAP UNDER EXISTING

TAXILANE

REMOVE SOIL TO BOTTOM OF

PAVEMENT BOX (ITEM P-152)

SEE SHEET GE-04 FOR

TYPICAL SECTION

REMOVE SOIL TO BOTTOM OF

PAVEMENT BOX (ITEM P-152)

(SEE SHEET PR-01 FOR PROFILE AND

SHEET GE-04 FOR TYPICAL SECTIONS)

PAVEMENT TRANSITION (TYP.)

1 2

8 9

12 13

MILL 2" OF ASPHALT (TYP.)

PROTECT EXISTING PAVEMENT (TYP.)

DEMOLITION POINT TABLE

POINT

NORTHING

1761147.497

1761147.424

1761109.997

1761109.997

1761091.837

1761040.335

1761035.583

1761055.133

1761055.133

1761035.928

1761040.339

1761091.497

1761091.497

1760948.768

1760948.863

1761000.021

1761004.424

1760985.133

1760985.014

1761004.769

1761000.017

1760948.859

EASTING

585666.144

585717.791

585717.811

585666.144

585612.858

585620.623

585652.366

585652.366

585727.366

585727.366

585756.832

585764.491

585766.949

585766.717

585764.491

585756.832

585727.424

585727.366

585652.366

585652.366

585620.623

585612.964

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

EM

O

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

DEMOLITION PLAN - 1

OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=30'

CLH

RBO

CLH

19033.11

AUGUST 2026

DE-01

11 42

BID DOCUMENTS

NOTES

1. ALL PAVEMENT REMOVAL SHALL BE SAW

CUT TO FORM A CLEAN EDGE AT THE LINE

OF REMOVAL

2. AIRPORT TO HAVE RIGHT OF FIRST

REFUSAL FOR ASPHALT MILLINGS

GENERATED FROM ASPHALT REMOVAL

AND OTHER MATERIALS FROM DEMOLITION.

ONLY MATERIAL NOT CLAIMED BY THE

AIRPORT MAY BE REMOVED BY THE

CONTRACTOR OFF-SITE.

3. TYPE AND LOCATION OF EXISTING

UTILITIES SHOWN IS BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING AND

LOCATING ALL EXISTING UTILITIES PRIOR

TO DEMOLITION.

4. CONTRACTOR SHALL PROTECT AND

REPAIR ANY DAMAGES TO THE EXISTING

ABUTTING ASPHALT AND CONCRETE AT NO

ADDITIONAL COST TO THE OWNER.

SCALE

0 30 60 90 FT

MATCHLINE (SEE SHEET DE-02)

SOIL REMOVAL

PAVEMENT MILLING

PAVEMENT TRANSITION

REMOVE CABLE AND CONDUIT

SCHEDULE A LIMITS

SCHEDULE B LIMITS

LEGEND

11 of 4311 of 43

UE

UE

U E

FBO CORPORATE HANGAR

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

TA

XI

LA

N

E

PROTECT EXISTING PAVEMENT (TYP.)

MILL 2" OF ASPHALT (TYP.)

PAVEMENT TRANSITION (TYP.)

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

EM

O

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

DEMOLITION PLAN - 2

OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=30'

CLH

RBO

CLH

19033.11

AUGUST 2026

DE-02

12 42

BID DOCUMENTS

SCALE

0 30 60 90 FT

MATCHLINE (SEE SHEET DE-01)

LEGEND

1. ALL PAVEMENT REMOVAL SHALL BE SAW

CUT TO FORM A CLEAN EDGE AT THE LINE

OF REMOVAL

2. AIRPORT TO HAVE RIGHT OF FIRST

REFUSAL FOR ASPHALT MILLINGS

GENERATED FROM ASPHALT REMOVAL

AND OTHER MATERIALS FROM DEMOLITION.

ONLY MATERIAL NOT CLAIMED BY THE

AIRPORT MAY BE REMOVED BY THE

CONTRACTOR OFF-SITE.

3. TYPE AND LOCATION OF EXISTING

UTILITIES SHOWN IS BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING AND

LOCATING ALL EXISTING UTILITIES PRIOR

TO DEMOLITION.

4. CONTRACTOR SHALL PROTECT AND

REPAIR ANY DAMAGES TO THE EXISTING

ABUTTING ASPHALT AND CONCRETE AT NO

ADDITIONAL COST TO THE OWNER.

SOIL REMOVAL

PAVEMENT MILLING

PAVEMENT TRANSITION

REMOVE CABLE AND CONDUIT

SCHEDULE A LIMITS

SCHEDULE B LIMITS

LEGEND

12 of 4312 of 43

U E

U E

TERMINAL

BUILDING

APRON

ATCT

SELF SERVE

FUEL STATION

STORAGE SHED

ELECTRICAL VAULT

REMOVE SOIL TO BOTTOM OF

PAVEMENT BOX (ITEM P-152)

SEE SHEET GE-04 FOR

TYPICAL SECTION

PAVEMENT TRANSITION (TYP.)

LOCATE AND PROTECT EXISTING

ELECTRICAL CABLE

23 24

DEMOLITION POINT TABLE

POINT

NORTHING

1759018.181

1759018.127

1758982.127

1758981.235

EASTING

585873.470

585897.174

585897.188

585873.507

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

EM

O

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

DEMOLITION PLAN - 3

OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=30'

CLH

RBO

CLH

19033.11

AUGUST 2026

DE-03

13 42

BID DOCUMENTS

SCALE

0 30 60 90 FT

LEGEND

1. ALL PAVEMENT REMOVAL SHALL BE SAW

CUT TO FORM A CLEAN EDGE AT THE LINE

OF REMOVAL

2. AIRPORT TO HAVE RIGHT OF FIRST

REFUSAL FOR ASPHALT MILLINGS

GENERATED FROM ASPHALT REMOVAL

AND OTHER MATERIALS FROM DEMOLITION.

ONLY MATERIAL NOT CLAIMED BY THE

AIRPORT MAY BE REMOVED BY THE

CONTRACTOR OFF-SITE.

3. TYPE AND LOCATION OF EXISTING

UTILITIES SHOWN IS BASED ON AVAILABLE

INFORMATION. CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING AND

LOCATING ALL EXISTING UTILITIES PRIOR

TO DEMOLITION.

4. CONTRACTOR SHALL PROTECT AND

REPAIR ANY DAMAGES TO THE EXISTING

ABUTTING ASPHALT AND CONCRETE AT NO

ADDITIONAL COST TO THE OWNER.

SOIL REMOVAL

PAVEMENT MILLING

PAVEMENT TRANSITION

REMOVE CABLE AND CONDUIT

SCHEDULE A LIMITS

SCHEDULE B LIMITS

LEGEND

13 of 4313 of 43

X X X X X

X

X X

X

XXXXX

FUEL

FARM

T-HANGARS

T-HANGARS

T-HANGARS

BOX HANGAR

TA

XI

LA

N

E

51'

INSTALL 10" P-501 CONCRETE ON 6" P-211

LIMEROCK BASE COURSE

(ITEMS P-501, P-211)

INSTALL 4" SQUARE

CONCRETE CURB

(ITEM P-610-5.2)

INSTALL 5" P-501 CONCRETE ON 6"

P-211 LIMEROCK BASE COURSE

(ITEMS P-501, P-211)

PAINT NEW 6" SINGLE SOLID YELLOW

TAXILANE CENTERLINE (TYP.)

(ITEM P-620)

75'

PAVEMENT TRANSITION (TYP.)

SEE DETAIL, SHEET GE-06

INSTALL 4" FDOT 334 TYPE SP-12.5 SUPERPAVE ASPHALT

CONCRETE, WITH P-603 TACK COAT BETWEEN LIFTS.

INSTALL 10" LIMEROCK BASE COURSE.

(ITEMS P-401, P-603, P-211)

2'

INSTALL 6" TYPE II BOLLARDS SPACED AT 3.5' O.C.

SEE DETAIL, SHEET GE-06

CONTRACTOR SHALL VERIFY DEPTH AND LOCATION

OF EXISTING STORMWATER PIPE BEFORE

INSTALLING BOLLARDS. SEE SHEET EX-01

(ITEM M-500-1)

A

A

INSTALL 2" FDOT 334 TYPE SP-12.5

SUPERPAVE ASPHALT CONCRETE

(ITEM FDOT 334)

SURFACE PREPARATION AND PAINT NEW 6" SINGLE

SOLID YELLOW DRIVEWAY CENTERLINE MARKING

WITH 6" BLACK OUTLINE (TYP.)

(ITEM P-620) (ADD. ALT. #1)

SEE SECTION A-A,

SHEET GE-04

14 15

B

B

SEE SECTION B-B,

SHEET GE-04

C

C

SEE SECTION C-C,

SHEET GE-04

D

D

SEE SECTION D-D,

SHEET GE-04

R37' (TYP.)

0+

1+

2+

2+

R

TY

P.

N:1761020.177 E:585562.968

N:1761020.175 E:585816.803

PAINT NEW 6" SINGLE SOLID YELLOW TAXILANE

RADIUS MARKING (TYP.)

(ITEM P-620) (ADD. ALT. #1)

GEOMETRY POINT TABLE

POINT

NORTHING

1761251.678

1761251.787

1761229.850

1761205.482

1761203.207

1761141.559

1761147.424

1761147.497

1761110.009

1761109.997

1761091.837

1761040.335

1761035.583

1761055.133

1761055.133

1761035.928

1761040.339

1761091.497

1761091.433

1760948.768

1760948.863

1761000.021

1761004.424

1760985.133

1760985.014

1761004.769

1761000.017

1760948.859

1761095.128

1761070.616

1760968.117

1760944.175

EASTING

585718.576

585794.036

586116.623

586116.230

585765.889

585767.086

585717.791

585666.144

585666.156

585717.811

585612.858

585620.623

585652.366

585652.366

585727.366

585727.366

585756.832

585764.491

585766.948

585766.717

585764.491

585756.832

585727.424

585727.366

585652.366

585652.366

585620.623

585612.964

586114.506

586114.930

586126.088

586126.450

MARKINGS POINT TABLE

POINT

NORTHING

1761254.721

1761217.629

1761180.670

1761119.770

1761082.742

1761045.805

1761036.937

1761003.271

1760993.827

1761020.176

1761020.180

1761036.418

1761096.429

1761003.298

1760943.298

1760956.764

1760919.828

1760866.958

EASTING

585777.474

585814.410

585777.295

585777.208

585814.179

585777.116

585776.991

585777.041

585777.027

585758.128

585619.380

585600.474

585600.467

585600.574

585600.428

585813.964

585776.901

585776.810

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

G

EO

M

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

GEOMETRY AND

MARKING PLAN - 1 OF

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1" = 30'

CLH

RBO

CLH

19033.11

AUGUST 2026

GE-01

14 42

BID DOCUMENTS

NOTES

1. SCHEDULE A PAVEMENT GEOMETRY

DESIGNED FOR TDG 1B

2. SCHEDULE A PAVEMENT GEOMETRY

DESIGNED FOR TDG 1A

3. SEE TYPICAL SECTIONS ON SHEET GE-04

CONCRETE PAVEMENT

2" ASPHALT

4" ASPHALT

PAVEMENT MARKINGS

TAXILANE SAFETY AREA

TAXILANE OBJECT FREE AREA

PAVEMENT TRANSITION

BOLLARD

LIMITS OF SCHEDULE A

LIMITS OF SCHEDULE B

LEGEND

TSA

TLOFA

SCALE

0 30 60 90 FT

MATCHLINE (SEE SHEET GE-02) 14 of 4314 of 43

FBO CORPORATE HANGAR

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

TA

XI

LA

N

E

SURFACE PREPARATION AND PAINT NEW 6"

SINGLE SOLID YELLOW DRIVEWAY CENTERLINE

MARKING WITH 6" BLACK OUTLINE.

CENTERLINE MARKINGS ARE APPROXIMATELY

35'. TERMINATE MARKING AT PAVEMENT JOINT

(ITME P-620) (ADD. ALT. #1)

SURFACE PREPARATION AND PAINT NEW 6" SINGLE

SOLID YELLOW DRIVEWAY CENTERLINE MARKING

WITH 6" BLACK OUTLINE (TYP.)

(ITEM P-620) (ADD. ALT. #1)

PAVEMENT TRANSITION (TYP.)

4243444546

INSTALL 2" FDOT 334 TYPE SP-12.5

SUPERPAVE ASPHALT CONCRETE

(ITEM FDOT 334)

R37' (TYP.)

R37'

PAINT NEW 6" SINGLE SOLID YELLOW TAXILANE

RADIUS MARKING (TYP.)

(ITEM P-620) (ADD. ALT. #1)

GEOMETRY POINT TABLE

POINT

NORTHING

1760842.389

1760817.615

1760713.446

1760693.300

1760600.385

1760580.170

1760550.506

1760530.496

1760437.169

1760418.009

1760418.750

1760417.423

1760418.502

1760417.462

1760366.105

1760365.971

EASTING

586142.437

586142.175

586249.162

586248.803

586281.655

586281.544

586249.076

586248.844

586282.029

586281.920

586110.895

586069.059

585960.458

585916.154

585789.715

585722.973

MARKINGS POINT TABLE

POINT

NORTHING

1760829.894

1760792.958

1760740.368

1760703.304

1760666.368

1760627.197

1760590.134

1760577.742

1760553.197

1760540.680

1760503.743

1760464.457

1760427.394

1760390.457

1760349.118

EASTING

585813.747

585776.684

585776.594

585813.531

585776.467

585776.400

585813.337

585776.316

585776.274

585813.252

585776.189

585776.122

585813.059

585775.996

585738.992

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

G

EO

M

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

GEOMETRY AND

MARKING PLAN - 2 OF

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1" = 30'

CLH

RBO

CLH

19033.11

AUGUST 2026

GE-02

15 42

BID DOCUMENTS

NOTES

1. PAVEMENT GEOMETRY DESIGNED FOR TDG

1B

2. SEE TYPICAL SECTIONS ON SHEET XX

CONCRETE PAVEMENT

2" ASPHALT

4" ASPHALT

PAVEMENT MARKINGS

TAXILANE SAFETY AREA

TAXILANE OBJECT FREE AREA

PAVEMENT TRANSITION

BOLLARD

LIMITS OF SCHEDULE A

LIMITS OF SCHEDULE B

LEGEND

TSA

TLOFA

SCALE

0 30 60 90 FT

MATCHLINE (SEE SHEET GE-01)

15 of 4315 of 43

TERMINAL

BUILDING

APRON

ATCT

SELF SERVE

FUEL STATION

STORAGE SHED

ELECTRICAL VAULT

' 36'

26'

PAVEMENT TRANSITION (TYP.)

INSTALL 5" P-501 CONCRETE ON 6"

P-211 LIMEROCK BASE COURSE

(ITEMS P-501, P-211)

INSTALL 6" SINGLE SOLID WHITE PARKING MARKINGS (TYP.)

(ITEM FDOT 710)

INSTALL WHEELSTOP 2' FROM EDGE OF PAVEMENT (TYP.)

WHEELSTOP SIZE AND MATERIAL TO MATCH NEARBY WHEELSTOPS

(ITEM P-610-5.1)

E

E

SEE SECTION A-A,

SHEET GE-04

GEOMETRY POINT TABLE

POINT

NORTHING

1759018.181

1759018.127

1758982.128

1758981.235

EASTING

585873.470

585899.174

585899.188

585873.507

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

G

EO

M

.D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

GEOMETRY AND

MARKING PLAN - 3 OF

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1" = 30'

CLH

RBO

CLH

19033.11

AUGUST 2026

GE-03

16 42

BID DOCUMENTS

NOTES

1. SEE TYPICAL SECTIONS ON SHEET GE-04

CONCRETE PAVEMENT

2" ASPHALT

4" ASPHALT

PAVEMENT MARKINGS

TAXILANE SAFETY AREA

TAXILANE OBJECT FREE AREA

PAVEMENT TRANSITION

BOLLARD

LIMITS OF SCHEDULE A

LIMITS OF SCHEDULE B

LEGEND

TSA

TLOFA

SCALE

0 30 60 90 FT

VEHICLE PARKING

PAVEMENT MARKINGS

16 of 4316 of 43

TS-02

TYPICAL 2" ASPHALT SECTION A-A

NOT TO SCALE

VARIES

VARIES

TYPICAL 4" ASPHALT SECTION B-B

NOT TO SCALE

50 ' TYPICAL (VARIES)

1.0% (TYP.) 1.0% (TYP.)

5.0% ±0.5 (TYP.) 5.0% ±0.5 (TYP.)

TYPICAL 5" CONCRETE WASH PAD SECTION C-C

NOT TO SCALE

70'

1.0% (TYP.) 1.0% (TYP.)

5.0% ±0.5 (TYP.) 5.0% ±0.5 (TYP.)

10' (TYP.) 10' (TYP.)

NOTE: TRANSITION BETWEEN CONCRETE AND ASPHALT BASE COURSES FOR A MINIMUM OF 10'

TYPICAL 10" CONCRETE FUEL PAD SECTION D-D

NOT TO SCALE

70'

1.0% (TYP.)

10' MIN. 4'10' MIN.4'

TSA 79' TYPICAL

(VARIES)

2'

TYPICAL 5" CONCRETE

VEHICLE PARKING SECTION E-E

NOT TO SCALE

36'

VARIES

EXISTING SUBGRADE

2" ASPHALT CONCRETE, SP-12.5

(PG 67-22) (ITEM FDOT 334)

EXISTING TOPSOIL

EXISTING LIMEROCK BASE COURSE.

7"-13" DEPTH, SEE BORING LOGS,

SHEETS C037 THROUGH C042

COMPACT EXISTING SUBGRADE TO

95% ASTM D698 TO A DEPTH OF 12"

(INCIDENTAL TO ITEM P-152)

2" ASPHALT CONCRETE, SP-12.5

(PG 67-22) (ITEM FDOT 334)

10" LIMEROCK BASE COURSE

COMPACTED TO 95% ASTM D698

(ITEM P-211)

1.5" DROP OFF FROM EDGE OF PAVEMENT

2" ASPHALT CONCRETE, SP-12.5

(PG 67-22) (ITEM FDOT 334)

TACK COAT BETWEEN

ASPHALT LIFTS

(ITEM P-603)

TIE INTO EXISTING GRADE (TYP.)

COMPACT EXISTING SUBGRADE TO

95% ASTM D698 TO A DEPTH OF 12"

(INCIDENTAL TO ITEM P-152)

5" CONCRETE

(ITEM P-501)

2" SOD ON 4" TOPSOIL (TYP.) (ITEMS T-904 AND T-905)

6" LIMEROCK BASE COURSE

COMPACTED TO 95% ASTM D698

(ITEM P-211)

1.5" DROP OFF FROM EDGE OF PAVEMENT

TIE INTO EXISTING GRADE (TYP.)

COMPACT EXISTING SUBGRADE TO

100% ASTM D1557 TO A DEPTH OF 12"

(INCIDENTAL TO ITEM P-152)

10" CONCRETE (ITEM P-501)

6" LIMEROCK BASE COURSE

COMPACTED TO 100% ASTM D1557

(ITEM P-211)

4" SQUARE CONCRETE CURB

(ITEM P-610-5.2)

EXISTING CONCRETE SURFACE

CONCRETE BOLLARD LOCATED 2' FROM

EDGE OF PAVEMENT.

SEE DETAIL, SHEET C019

(ITEM M-500-1)

TRENCH DRAIN

SEE DETAIL, SHEET C031

2" SOD ON 4" TOPSOIL (TYP.) (ITEMS T-904 AND T-905)

2" SOD ON 4" TOPSOIL (TYP.)

(ITEMS T-904 AND T-905)

5" CONCRETE (ITEM P-501)

6" LIMEROCK BASE

COURSE COMPACTED

TO 95% ASTM D698

(ITEM P-602)

EXISTING TOPSOIL

EXISTING

CONCRETE

PAVEMENT

COMPACT EXISTING SUBGRADE TO

95% ASTM D698 TO A DEPTH OF 12"

(INCIDENTAL TO ITEM P-152)

NOTES

FUEL PAD SUBGRADE AND LIMEROCK BASE COURSE TO BE COMPACTED TO 100% D1557. ALL

OTHER AREAS TO BE COMPACTED TO 95% D698

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

ET

S.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

TYPICAL SECTIONS

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

NONE

MRB

RBO

MRB

19033.11

AUGUST 2026

GE-04

17 42

BID DOCUMENTS

17 of 4317 of 43

51'

75'

26'

13'

.6

6'

12.5'

17'

T Te

3 4" NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL ASTM

D-1751

TO NEAREST JOINT BUT

NOT LESS THAN 10'

SEE JOINT SEALING DETAIL

Te = 1.25 T TO NEAREST 1"

BUT AT LEAST T + 2"

TYPE A THICKENED EDGE ISOLATION JOINT

NOT TO SCALE

(INCIDENTAL TO ITEM P-501)

TYPE C CONTRACTION JOINT WITH DOWEL BAR

NOT TO SCALE

(INCIDENTAL TO ITEM P-501)

SEE JOINT DETAIL, SHEET GE-06

PROPOSED 1" DIA. EPOXY COATED STEEL

DOWEL, 18" LONG AND 12" O.C., GREASE

ONE END, SET DURING PAVING PROPOSED PORTLAND

CEMENT CONCRETE

PAVEMENT

T/2

T

TYPE D DUMMY CONTRACTION JOINT

NOT TO SCALE

(INCIDENTAL TO ITEM P-501)

SEE JOINT DETAIL, THIS SHEET

PROPOSED PORTLAND

CEMENT CONCRETE

PAVEMENT

T

CONCRETE PADS JOINT LAYOUT PLAN

PARKING PAD

WASH PAD

FUEL PAD

DOWEL BAR POSITION DETAIL AT JOINT EDGE

NOT TO SCALE

(INCIDENTAL TO ITEM P-501)

EPOXY COATED

DOWEL BAR (TYP.)

TRANSVERSE JOINT

LONGITUDINAL JOINT

10" (MIN.)

12"

(MIN.)

TRANSVERSE WIRE D6

LONGITUDINAL WIRE D6

12"

(TYP.)

12"

(TYP.)

3"

3" PLAN

NOTES:

1. ALL IRREGULAR SHAPED SLABS THOSE WITH UTILITY BLOCKOUTS, AND

HEAT RESISTANT CONCRETE SLABS SHALL BE REINFORCED

2. PROVIDE CHAIRS FOR THE WELDED WIRE FABRIC PLACEMENT WITHIN THE

SLABS

3. WELDED WIRE TO BE LOCATED IN THE MIDDLE OF THE SLAB

WELDED WIRE FABRIC DETAIL

NOT TO SCALE

(INCIDENTAL TO ITEM P-501)

4'

EXISTING CONCRETE

PROPOSED ASPHALT

EXISTING ASPHALT APRON

TYPE C CONTRACTION JOINT,

SEE DETAIL, THIS SHEET

TYPE A THICKENED EDGE

ISOLATION JOINT

SEE DETAIL, THIS SHEET

TYPE D DUMMY CONTRACTION JOINT

SEE DETAIL, THIS SHEET

TYPE A THICKENED EDGE ISOLATION

JOINT ON BOTH SIDES OF TRENCH DRAIN

SEE DETAIL, THIS SHEET

TYPE A THICKENED EDGE

ISOLATION JOINT

SEE DETAIL, THIS SHEET

TYPE D DUMMY CONTRACTION JOINT

SEE DETAIL, THIS SHEET

TYPE C CONTRACTION JOINT

SEE DETAIL, THIS SHEET

C

A C C

C A D

A

A

A D

D

D

D

D

D

D

C C C C

A

A

A

A

A

A

A

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

ET

S.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

CONCRETE DETAILS

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

NONE

MRB

RBO

MRB

19033.11

AUGUST 2026

GE-05

18 42

18 of 4318 of 43

1/2"

3/4"(±1/8")

JOINT SEALANT ASTM D6690 BETWEEN NEW

PAVEMENT AND EXISTING PAVEMENT

(ITEM P-605-1)

CREATE SQUARE EDGE BY SAW CUTTING

EXISTING PAVEMENT

(INCIDENTAL TO ITEM P-605)

PLACE BITUMINOUS TACK COAT ON ENTIRE

EXISTING EDGE PRIOR TO PAVING

(ITEM P-603)

SAWCUT PAVEMENT JOINT 12" WIDE BY

4" DEEP PRIOR TO PLACING JOINT SEALANT

(INCIDENTAL TO ITEM P-605)

EXISTING BITUMINOUS

CONCRETE PAVEMENT

OR PCC PAVEMENT

NEW PAVEMENTEXISTING PAVEMENT

PAVEMENT TRANSITION DETAILS

NOT TO SCALE

(INCIDENTAL TO ITEM FDOT 334)

1/2"

3/4"(±1/8")

NOTE:

1.) FACE OF EXISTING PAVEMENT SHALL BE FREE

OF DIRT AND DEBRIS AND MAY REQUIRE

WASHING OR USE OF WIRE BRUSH

(INCIDENTAL TO ITEM P-401-1)

JOINT SEALANT ASTM D-6690 BETWEEN NEW

BIT. CONC. AND EXISTING PAVEMENT

(ITEM P-605-1)

CREATE SQUARE EDGE BY SAW CUTTING

EXISTING PAVEMENT TO FULL DEPTH

(INCIDENTAL TO ITEM FDOT 334)

PLACE BITUMINOUS TACK COAT ON ENTIRE

EXISTING EDGE PRIOR TO PAVING

(ITEM P-603)

SAWCUT PAVEMENT JOINT 12" WIDE BY

4" DEEP PRIOR TO PLACING JOINT SEALANT

(ITEMS P-101-5.1 & P-605-5.1)

EXISTING BITUMINOUS

CONCRETE PAVEMENT

MILL WIDTH VARIES

(2' NOMINAL)

COLD MILL 2" EXISTING ASPHALT (TYP.)

(INCIDENTAL TO ITEM FDOT 334)

EXISTING ASPHALT

NEW PAVEMENTEXISTING PAVEMENT

PCC CONSTRUCTION/CONTRACTION JOINT DETAIL

NOT TO SCALE

(INCIDENTAL TO ITEM P-501)

1/4" RADIUS OR

CHAMFER (TYP.)

SEALANT MATERIAL (ASTM D5893) 1/8"-1/16" BELOW SURFACE

(INCIDENTAL TO ITEM P-501)

FUEL PAD SEALANT SHALL BE ASTM D7116

*DEPTH TO WIDTH

RATIO SHALL MEET

MANUFACTURER

REQUIREMENTS

NOTES:

1. SEALANT RESERVOIR SIZED TO PROVIDE PROPER SHAPE FACTOR, W/D, FIELD POURED AND

PREFORMED SEALANTS REQUIRE DIFFERENT SHAPE FACTORS FOR OPTIMUM PERFORMANCE.

2. BACKER ROD MATERIAL MUST BE COMPATIBLE WITH THE TYPE OF LIQUID SEALANT USED AND

SIZED TO PROVIDE THE DESIRED SHAPE FACTOR.

1/2" MIN.

1.25"

1/2" D*

BACKER ROD

MATERIAL

4.33" SAWCUT

DEPTH FOR

CONTRACTION

JOINTS

2" ASPHALT DEPTH

4" ASPHALT DEPTH

6" BOLLARD DETAIL

NOT TO SCALE

(ITEM M-500-1)

2' MIN.

4'

VA

R

IE

S (3

' M

IN

6"

12" SUBGRADE COMPACTED TO

MIN. 100% DENSITY, ACCORDING

TO ASTM D-1557 MIN. DENSITY.

2' X 2' X 3'-6" 3000 PSI

MIN. CONCRETE FOOTING

MIN. 7' LONG, 6" DIA. SCH. 80

STEEL PIPE FILLED WITH 3000

PSI MIN. CONCRETE (CONCRETE TO

HAVE ROUNDED TOP AS SHOWN)

PROPOSED

PAVEMENT

PAINT BOLLARD SAFETY YELLOW

PAVEMENT

SURFACE

REFERENCE POINT FOR

LAYOUT. SEE PAVEMENT

LAYOUT PLANS

1.5"R

4"

4"

16"

CURB

HEIGHT

2'

CONCRETE CURB DETAIL

NOT TO SCALE

(ITEM P-610-5.2)

2" ASPHALT CONCRETE, SP-12.5

(PG 67-22) (ITEM FDOT 334)

2" ASPHALT CONCRETE, SP-12.5

(PG 67-22) (ITEM FDOT 334)

EXISTING PAVEMENT EDGE

2" ASPHALT CONCRETE, SP-12.5

(PG 67-22) (ITEM FDOT 334)

PROPOSED TURF

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

ET

S.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

PAVEMENT

TRANSITION DETAILS

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

NONE

MRB

RBO

MRB

19033.11

AUGUST 2026

GE-06

19 42

19 of 4319 of 43

TAXILANE CENTERLINE MARKING DETAIL

NOT TO SCALE

(ITEMS P-620-5.1A AND P-620-5.1B AND P-620-5.1C)

6" YELLOW STRIPE

WITH TYPE III BEADS

6" BLACK BORDER

WITH NO BEADSLAYOUT POINT (TYP)

CONCRETE WHEEL STOP DETAIL

NOT TO SCALE

(ITEM P-610-5.1)

6'-0"

6'-0"

3"

1" CHAMFER

3"

3/4" DIA. HOLE 11-1/2"

9"

5-3/4"

5-3/4"

6'-0"

END VIEW

3"

3"4"

SIDE VIEW

TOP VIEW

NOTES

1. CONCRETE: 4000 PSI MINIMUM AFTER 28 DAYS

LAYOUT POINT

3'-0"

VEHICLE PAVEMENT MARKING DETAIL

NOT TO SCALE

(ITEM M-500-2)

NOTES:

1. BLACK BORDER REQUIRED FOR EXISTING ASPHALT AND ALL CONCRETE PAVEMENTS

2. SURFACE PREPARATION REQUIRED. WASH EXISTING MARKINGS AND LET DRY BEFORE PAINTING

OVER

9' (TYP.)

2' (TYP.)

19' (TYP.)

CONCRETE WHEEL STOP

SEE DETAIL, THIS SHEET

6" WHITE STRIPE

(ITEM FDOT 710)

NEW ASPHALT TAXILANE CENTERLINE MARKING DETAIL

NOT TO SCALE

(ITEMS P-620-5.1A AND P-620-5.1B)

6" YELLOW STRIPE

WITH TYPE III BEADS

LAYOUT POINT (TYP)

DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

D

ET

S.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

MARKING DETAILS

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

NONE

MRB

RBO

MRB

19033.11

AUGUST 2026

GE-07

20 42

20 of 4320 of 43

SFSF

ET

X X X X X

X

X X

X

XXXXX

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

TIE INTO EXISTING PAVEMENT

EXISTING STORM MANHOLE 2

EXISTING STORM

MANHOLE 1

NEW RIM ELEVATION: 76.35