NORTH

SURVEYOR

WANTMAN GROUP, INC.

2316 KILLEARN CENTER BLVD., SUITE 100

TALLAHASSEE, FL 32309

PHONE: (850) 907-6872

CONTACT: JEREMIAH SLAYMAKER

TM

BID DOCUMENTS

FEBRUARY 2026

PREPARED BY:

N.T.S.

PROJECT AREA

KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308

CONTACT: CONNOR CHAMBLISS, FL P.E. NO. 88587

850-553-3500

VICINITY MAP

N.T.S.

NORTH

144124113

TALLAHASSEE INTERNATIONAL AIRPORT (TLH)

FAA TECHNICAL OPERATIONS SUPPORT BUILDING

TALLAHASSEE, FLORIDA

KIMLEY-HORN

PROJECT NUMBER

CITY OF TALLAHASSEE

PROJECT NUMBER 25314

PROJECT NUMBERS

PROJECT LOCATION

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C000

144124113

FEBRUARY 2026

KDH

CAC

KDH

COVER SHEET

DATE

AS SHOWN

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© 2026 KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

BID DOCUMENTS

CITY OF TALLAHASSEE, FLORIDA

PROJECT LOCATION

SHEET INDEX

SHEET NUMBER SHEET TITLE

C000 COVER SHEET

C001 GENERAL NOTES

C002 SAFETY AND SECURITY NOTES

C003 CONTRACT LAYOUT

C004 GEOTECHNICAL BORING PLAN

C100 PROJECT SURVEY

C200 DEMOLITION PLAN

C300 EROSION PLAN

C310 EROSION DETAILS

C400 SITE PLAN

C410 SITE DETAILS

C411 ELECTRICAL DETAILS

C412 FENCE DETAILS

C413 FENCE DETAILS

C500 GRADING AND DRAINAGE PLAN

S100 BUILDING PLAN

GEOTECHNICAL ENGINEER

ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS

370 OFFICE PLAZA DR.,

TALLAHASSEE, FL 32301

PHONE: (850) 386-1253

CONTACT: TOM HAYDEN, P.E.

BY

DATE

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C001

144124113

KDH

CAC

KDH

GENERAL NOTES

FEBRUARY 2026

GENERAL NOTES

1. CONTRACTOR SHALL SUBMIT A CONTRACTOR QUALITY CONTROL PROGRAM

(CQCP) FOR ENGINEER'S REVIEW AND ACCEPTANCE 14 DAYS PRIOR TO THE

START OF WORK. THE CQCP SHALL INCLUDE THE CONTRACTOR'S PROGRAM OF

QUALITY CONTROL FOR ALL ITEMS OF WORK PER THE CONSTRUCTION

SPECIFICATION. A CONTRACTOR QUALITY CONTROL PROGRAM ADMINISTRATOR

(CQCPA) SHALL BE DESIGNATED BY THE CONTRACTOR AND APPROVED BY THE

ENGINEER. ALL COSTS ASSOCIATED WITH PREPARING THE CQCP AND

PERFORMANCE OF QUALITY CONTROL TESTING SHALL BE PAID UNDER ITEM

C-102. THE OWNER WILL PAY FOR AND PERFORM QUALITY ACCEPTANCE

TESTING IN CONJUNCTION WITH THE CONTRACTOR'S QUALITY CONTROL

TESTING PER SPECIFICATIONS.

2. CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION AND PREVENTION

PLAN (SWPPP) AND FILE A NOTICE OF INTENT (NOI) WITH THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PRIOR TO THE START

OF ANY CONSTRUCTION THAT WOULD AFFECT THE PROJECT SITE, AS

REQUIRED. THE CONTRACTOR SHALL FILE AND PAY FOR THE NPDES NOI UNDER

C-105 MOBILIZATION.

3. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO

REDUCE EROSION TO THE PRACTICABLE MINIMUM AND TO PREVENT DAMAGING

SILTATION OF SWALES, PONDS, OR WATER COURSES. THE SURFACE AREA OF

ERODIBLE LAND, EITHER ON OR OFF THE AIRPORT SITE, EXPOSED TO THE

ELEMENTS BY CLEARING, GRUBBING OR GRADING OPERATIONS, INCLUDING

GRAVEL PITS, WASTE OR DISPOSAL AREAS AND HAUL ROADS, AT ANY ONE TIME,

FOR THIS CONTRACT, SHALL BE SUBJECT TO APPROVAL OF THE RPR AND THE

DURATION OF SUCH EXPOSURE PRIOR TO FINAL TRIMMING AND FINISHING OF

THE AREAS SHALL BE HELD TO THE MINIMUM EXTENT PRACTICAL. THE RPR

SHALL HAVE FULL AUTHORITY TO ORDER THE SUSPENSION OF GRADING AND

OTHER OPERATIONS PENDING ADEQUATE AND PROPER PERFORMANCE OF

FINISHING AND MAINTENANCE WORK OR TO RESTRICT THE TRIMMING OF

ERODIBLE LAND EXPOSED TO THE ELEMENTS.

4. THE DISTURBANCE OF LANDS AND WATERS THAT ARE OUTSIDE THE LIMITS OF

CONSTRUCTION AS STAKED IS PROHIBITED, EXCEPT AS FOUND NECESSARY

AND APPROVED BY THE RPR.

5. MINIMAL POSSIBLE AREAS OF OPEN GRADING, BORROW OR AGGREGATE

EXCAVATION SHALL BE EXPOSED AT ONE TIME, CONSISTENT WITH THE

PROGRESS OF THE WORK.

6. THERE ARE EXISTING UNDERGROUND UTILITIES IN THE PROJECT WORK AREA.

THE LOCATION, ELEVATION AND DIMENSIONS OF THE EXISTING UTILITIES,

STRUCTURES AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE

BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE

PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY ACCURATE. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY UNDERGROUND UTILITY

LOCATED, FLAGGED AND IDENTIFIED PRIOR TO CONSTRUCTION AND

COORDINATED WITH AIRPORT OPERATIONS. THE CONTRACTOR SHALL

CAPTURE AND RECORD ANY CONDITIONS THAT DEVIATE FROM THE

CONSTRUCTION PLANS ON THE AS-BUILT PLANS FOR SUBMITTAL TO THE RPR

DURING THE PERFORMANCE OF THE PROJECT.

7. THE LOCATION OF EXISTING FAA UNDERGROUND CABLES WILL BE FLAGGED

ONE TIME BY THE FAA AIRWAYS FACILITIES SECTOR OFFICE PERSONNEL, IF

APPLICABLE, THROUGH COORDINATION WITH THE RPR. THESE FLAGS SHALL BE

PROTECTED AND MAINTAINED BY THE CONTRACTOR AT ALL TIMES. IF THE

FLAGS ARE LOST OR REMOVED BY THE CONTRACTOR THEY WILL BE FLAGGED

AGAIN AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE

FOR OBTAINING UTILITY LOCATIONS OF ALL NON-FAA UNDERGROUND CABLES

AND OTHER UTILITIES. ALL UNDERGROUND CABLES AND UTILITIES SHALL BE

PROTECTED AND DAMAGES REPAIRED EXPEDITIOUSLY BY THE CONTRACTOR

AT NO COST TO THE OWNER.

8. DAMAGE TO OTHER AIRPORT FACILITIES SUCH AS LIGHTING, SIGNAGE,

NAVIGATIONAL AIDS, FAA CABLES, AND OTHER UTILITIES SHALL BE REPORTED

TO THE RPR AND THE FAA AND REPAIRED IMMEDIATELY BY THE CONTRACTOR

AT NO COST TO THE OWNER.

9. CONTRACTOR SHALL MEET ALL APPLICABLE LOCAL AND FEDERAL LAWS WHEN

DISPOSING ANY OILS OR OTHER FLUIDS REMOVED FROM EQUIPMENT BEING

SERVICED ON AIRPORT PROPERTY. CONTRACTOR SHALL IMMEDIATELY CLEAN

ANY SPILLS, CONTACT THE RPR, AND LEGALLY DISPOSE OF THE MATERIAL OFF

AIRPORT PROPERTY AT APPROVED DESIGNATED AREAS.

10. THE CONTRACTOR SHALL CONDUCT THEIR WORK IN SUCH MANNER AS TO

PREVENT THE ENTRY OF FUELS, OILS, BITUMINOUS MATERIALS, CHEMICALS,

SEWAGE OR OTHER HARMFUL MATERIALS INTO SWALES, PONDS, WATER

COURSES, STREAMS, RIVERS, LAKES OR RESERVOIRS.

11. IF CONTRACTOR ENCOUNTERS SOIL STAINS, UNUSUAL ODORS, OR BURIED

WASTE, WORK SHALL BE STOPPED IN THE AFFECTED AREA AND THE RPR SHALL

BE NOTIFIED IMMEDIATELY FOR RESOLUTION PRIOR TO CONTINUING WORK IN

THE AFFECTED AREA.

12. ALL CONSTRUCTION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER OFF

AIRPORT PROPERTY. CONTRACTOR SHALL ACQUIRE ANY REQUIRED PERMITS

FOR DISPOSAL OF THIS MATERIAL.

13. WHEN NECESSARY, CERTAIN OPERATIONS SHALL BE DELAYED UNTIL PROPER

WIND OR CLIMATIC CONDITIONS DISSIPATE TO AN ALLOWABLE CONDITION FOR

THE WORK AS DETERMINED BY THE RPR. RPR SHALL NOTIFY CONTRACTOR

WHEN OPERATIONS MAY RESUME.

14. CONTRACTOR SHALL EXAMINE EXISTING ACCESS ROADS, TAXIWAYS, RUNWAYS,

APRONS, AND OTHER PAVEMENTS TO DETERMINE IF THEY ARE CAPABLE OF

SUSTAINING LOADS FROM VEHICLES AND CONSTRUCTION EQUIPMENT. ANY

DAMAGE TO EXISTING PAVEMENTS SHALL BE REPAIRED BY THE CONTRACTOR

AT NO EXPENSE TO THE OWNER. ANY ROADS THAT MAY BE UNSUITABLE FOR

CONSTRUCTION TRAFFIC, BASED ON THE CONTRACTOR'S MEANS AND

METHODS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE RPR

FOR RESOLUTION.

15. THE RPR SHALL HAVE THE AUTHORITY TO SUSPEND THE WORK WHOLLY, OR IN

PART, FOR SUCH PERIOD OR PERIODS AS THEY MAY DEEM NECESSARY, DUE TO

UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED

UNFAVORABLE FOR THE EXECUTION OF THE WORK, OR FOR SUCH TIME AS IS

NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO

CARRY OUT ORDERS GIVEN OR PERFORM ANY OR ALL PROVISIONS OF THE

CONTRACT.

16. THE OWNER, RPR AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE

CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES, OR

PROCEDURES OF CONSTRUCTION OR THE SAFETY PRECAUTIONS INCIDENT

THERETO. CONTENT CONTAINED IN THESE PLANS REGARDING THESE MATTERS

IS PROVIDED FOR INFORMATION ONLY.

17. CONTRACTOR SHALL ACQUIRE SECURITY BADGES AND ATTEND TRAINING FOR

ACCESS TO THE AIRPORT OPERATIONS AREA. THE OWNER'S STAFF AND RPR

WILL NOT ESCORT THE CONTRACTOR DURING CONSTRUCTION.

18. UPON COMPLETION OF THE WORK AND BEFORE ACCEPTANCE AND FINAL

PAYMENT WILL BE MADE, THE CONTRACTOR SHALL RETURN ALL BADGES AND

VEHICLE PASSES, REMOVE FROM THE SITE ALL MACHINERY, EQUIPMENT,

SURPLUS AND DISCARDED MATERIALS, RUBBISH, AND TEMPORARY

STRUCTURES. MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON

ADJACENT PROPERTY WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED

OF SATISFACTORILY, UNLESS THE CONTRACTOR HAS OBTAINED THE WRITTEN

PERMISSION OF SUCH PROPERTY OWNER.

19. CONTRACTOR IS RESPONSIBLE FOR STAKING THE CONSTRUCTION WORK.

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RPR OF ANY DISCREPANCY

BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS. COST OF

PROJECT SURVEY AND STAKEOUT SHALL BE PAID UNDER ITEM M-103.

20. EXISTING PAVEMENT OR OTHER EXISTING WORK NOT SPECIFIED FOR REMOVAL

WHICH IS TEMPORARILY REMOVED, DAMAGED OR IN ANY WAY DISTURBED OR

ALTERED BY THE CONTRACTOR SHALL BE REPAIRED, PATCHED, OR REPLACED

BY THE CONTRACTOR TO THE COMPLETE SATISFACTION OF THE ENGINEER AND

OWNER AND AT NO COST TO THE OWNER.

21. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH OTHER

CONTRACTORS WHO MIGHT BE WORKING CONCURRENTLY AT THE AIRPORT.

ANY CONFLICTS IN PERFORMING WORK SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE RPR FOR RESOLUTION.

22. THE CONTRACTOR SHALL PROVIDE SUFFICIENT LIGHTING CAPABLE OF FULLY

LIGHTING THE WORK AREAS DURING PERIODS OF NIGHTTIME CONSTRUCTION.

THE CONTRACTOR SHALL COORDINATE THE DIRECTION AND ANGLE OF THE

LIGHTS WITH THE OWNER AND RPR TO PREVENT IMPAIRING AIRPORT

OPERATIONS AND THE AIR TRAFFIC CONTROL TOWER.

23. SHOULD THE CONTRACTOR NEED TO CROSS ANY AIRFIELD PAVEMENTS, THEY

SHALL COORDINATE WITH THE RPR AND AIRPORT OPERATIONS REGARDING

THE NEED TO CLOSE THE PAVEMENT FOR OPERATIONS. CONTRACTOR, RPR,

AND AIRPORT OPERATIONS SHALL INSPECT AND CLEAN ANY RUNWAYS,

TAXIWAYS AND APRONS PRIOR TO AIRPORT OPERATIONS RE-OPENING THESE

AIRFIELD PAVEMENTS.

24. WORK AREA CLEANLINESS: THE WORK AREA IS IN VERY CLOSE PROXIMITY TO

ACTIVE AIRCRAFT OPERATIONS. THE AIRCRAFT JET ENGINES ARE

SUSCEPTIBLE TO INTAKE OF MATERIAL FROM PAVEMENT AND OTHER

SURFACES WHICH COULD CAUSE DAMAGE TO THE AIRCRAFT. THE

CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THE SITE IS CLEAN AND

FREE OF DEBRIS AT ALL TIMES. THE CONTRACTOR IS REQUIRED TO HAVE AN

OPERATIONAL COMMERCIAL GRADE VACUUM SWEEPER ON SITE AT ALL TIMES

DURING ANY CONSTRUCTION ACTIVITY. UPON COMPLETION OF A DAY'S WORK,

THE CONTRACTOR SHALL INSPECT THE PROJECT LIMITS IN THE IMMEDIATE

VICINITY OF THE DAY'S WORK AREA AND ALL HAUL ROUTES FOR DEBRIS PRIOR

TO LEAVING THE SITE. ANY DEBRIS SHALL BE REMOVED FROM THE SITE. ALL

PAVEMENT SURFACES ARE TO BE KEPT CLEAN TO THE SATISFACTION OF THE

OWNER. PAYMENT FOR THIS WORK SHOULD BE CONSIDERED INCIDENTAL TO

THE PROJECT. NO ADDITIONAL COMPENSATION WILL BE MADE FOR CLEANING

EFFORTS.

AC ACRE

ALT ALTERNATE

AOA AIRCRAFT OPERATIONS AREA

ATCT AIR TRAFFIC CONTROL TOWER

BM BENCH MARK

BMP BEST MANAGEMENT PRACTICE

BRL BUILDING RESTRICTION LIMIT

BVC BEGINNING OF VERTICAL CURVE

CB CATCH BASIN

CBR CALIFORNIA BEARING RATIO

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CL CENTERLINE

CO CLEANOUT

CONC CONCRETE

CONST CONSTRUCT, CONSTRUCTION

CONT GROUND CONTOUR

COT CITY OF TALLAHASSEE

CSO CONTRACTOR SECURITY OFFICER

CSSO CONTRACTOR'S SECURITY SAFETY OFFICER

CY CUBIC YARD

DIA DIAMETER

DIP DUCTILE IRON PIPE

DWG DRAWING

E EAST, EASTING

EA EACH

EL,ELEV ELEVATION

ENG ENGINEER, ENGINEERING

EOP EDGE OF PAVEMENT

EVC END OF VERTICAL CURVE

EQ EQUAL

EX EXIST

EXC EXCAVATION

EXP JT EXPANSION JOINT

FAA FEDERAL AVIATION ADMINISTRATION

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FL FLOW LINE

FLR FLOOR

FS FINISHED SURFACE

GA GENERAL AVIATION

GR GRADE

GSE GROUND SERVICE EQUIPMENT

HGL HYDRAULIC GRADE LINE

HMA HOT MIX ASPHALT

HP HIGH POINT

HOR HORIZONTAL

ID INSIDE DIAMETER

IE INVERT ELEVATION

JB JUNCTION BOX

JT JOINT

L LENGTH

LF LINEAR FEET

LS LUMP SUM

LT LEFT

MAX MAXIMUM

MES MITERED END SECTION

MH MANHOLE

MIN MINIMUM

MITL MEDIUM INTENSITY TAXIWAY LIGHTS

MISC MISCELLANEOUS

MULT MULTIPLE

MSL MEAN SEA LEVEL

N NORTH, NORTHING

NO NUMBER

NPDES NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OFA OBJECT FREE AREA

OFZ OBJECT FREE ZONE

PB PULL BOX

PCC PORTLAND CEMENT CONCRETE

PCCP PORTLAND CEMENT CONCRETE PAVEMENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

PSI POUNDS PER SQUARE INCH

Q RATE OF FLOW IN CFS

R RADIUS

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

REIL RUNWAY END IDENTIFIER LIGHTS

REINF REINFORCED, REINFORCEMENT

ROFA RUNWAY OBJECT FREE AREA

RPR RESIDENT PROJECT REPRESENTATIVE

RPZ RUNWAY PROTECTION ZONE

RSA RUNWAY SAFETY AREA

RT RIGHT

RPR RESIDENT PROJECT REPRESENTATIVE

RW RUNWAY

S SLOPE

SB SUBBASE

SD STORM DRAIN

SEC SECTION

SEW STRAIGHT ENDWALL

SF SQUARE FEET

SHLD SHOULDER

SPEC SPECIFICATIONS

SS SANITARY SEWER

STA STATION

STD STANDARD

SWPPP STORM WATER POLLUTION PREVENTION PLAN

SY SQUARE YARD

TLH TALLAHASSEE INTERNATIONAL AIRPORT

TOPO TOPOGRAPHY

TOW TOP OF WALL

TOFA TAXIWAY OBJECT FREE AREA

TSA TAXIWAY SAFETY AREA/ TRANSPORTATION

SECURITY ADMINISTRATION

TW TAXIWAY

TYP TYPICAL

UEW U-ENDWALL

VAR VARIES, VARIABLE

VC VERTICAL CURVE

VER VERIFY

VERT VERTICAL

VSR VEHICLE SERVICE ROAD

W/ WITH

W WATERLINE

ABBREVIATIONS

BID DOCUMENTS

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C002

144124113

KDH

CAC

KDH

SAFETY AND

SECURITY

NOTES

FEBRUARY 2026

BID DOCUMENTS

SAFETY NOTES SECURITY NOTES

1. CONTRACTOR SHALL PROVIDE A CONTRACTOR SECURITY SAFETY OFFICER (CSSO) FAMILIAR WITH AIRPORT SAFETY TO MONITOR CONSTRUCTION ACTIVITIES AND COORDINATE AN IMMEDIATE RESPONSE TO CORRECT ANY CONSTRUCTION RELATED ACTIVITY THAT MAY ADVERSELY AFFECT THE OPERATIONAL SAFETY OF THE AIRPORT. THE CSSO SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS PRIOR TO AND DURING THE DURATION OF THE CONSTRUCTION. THE CSSO SHALL PROVIDE THE RPR A WRITTEN ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT. THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON SECURITY

REQUIREMENTS AS OUTLINED IN THE CONTRACT DOCUMENTS.

2. A DAILY PROJECT SAFETY MEETING WILL BE HELD BETWEEN THE CONTRACTOR'S CSSO AND THE RPR TO REVIEW THE SAFETY REQUIREMENTS FOR THE NEXT WORK PERIOD. THE CSSO SHALL CONDUCT SAFETY MEETINGS AS APPLICABLE OR DIRECTED BY THE OWNER OR THE RPR TO MAINTAIN A SAFE AND SECURE PROJECT SITE THROUGH THE DURATION OF THE CONTRACT. SAFETY MEETINGS SHALL BE ATTENDED BY ALL SUPERVISORS, MEETING MINUTES SHALL BE PREPARED FOR ALL SAFETY MEETINGS AND SAVED IN THE CONTRACTOR'S FIELD OFFICE AND BE

MADE AVAILABLE TO THE OWNER OR RPR UPON REQUEST.

3. CONTRACTOR SHALL RESTRICT MOVEMENT OF CONSTRUCTION VEHICLES TO CONSTRUCTION AREAS BY FLAGGING AND BARRICADING, ERECTING

TEMPORARY FENCING, OR PROVIDING ESCORTS, AS APPROPRIATE.

4. CONTRACTOR SHALL ENSURE THAT NO EMPLOYEES, EMPLOYEES OF SUBCONTRACTORS OR SUPPLIERS, OR OTHER PERSONS ENTER ANY PART OF THE AIR OPERATIONS AREAS (AOA) FROM THE CONSTRUCTION SITE UNLESS AUTHORIZED BY THE RPR IN WRITING.

5. STOCKPILED MATERIALS AND EQUIPMENT STORAGE ARE NOT PERMITTED WITHIN THE RSA AND OFZ OF AN OPERATIONAL RUNWAY OR WITHIN THE TOFA OF AN OPERATIONAL TAXIWAY. CONTRACTOR SHALL ENSURE THAT STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE AREAS ARE PROMINENTLY MARKED AND LIGHTED DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. THIS INCLUDES DETERMINING AND VERIFYING THAT MATERIALS ARE STORED AT AN APPROVED LOCATION TO PREVENT FOREIGN OBJECT DAMAGE AND ATTRACTION OF WILDLIFE.

6. IDENTIFICATION OF PERSONNEL: ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE PROJECT SITE OR STAGING AREA, IF LOCATED WITHIN THE AOA, SECURED OR STERILE AREAS, IN ACCORDANCE WITH THE OWNER'S SECURITY PROGRAM, WILL BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER ESCORT BY PROPERLY BADGED PERSONNEL. AT THE COMPLETION OF THE CONTRACT ALL BADGES WILL BE RETURNED TO THE AIRPORT OR A PER BADGE CHARGE WILL BE ASSESSED FOR ALL BADGES NOT RETURNED. AS PART OF THE BADGE APPLICATION PROCESS, EACH APPLICANT WILL BE FINGERPRINTED FOR USE IN A CRIMINAL RECORDS SEARCH. ANY PERSON WHOSE CRIMINAL RECORD REVEALS OFFENSES LISTED BY FAA AS DISQUALIFYING OFFENSES WILL BE DENIED A BADGE AND WILL BE PROHIBITED FROM UNESCORTED ACCESS TO THE PROJECT SITE. ALL REQUIRED PAPERWORK AND ID BADGE APPLICATIONS SHALL BE SUBMITTED A MINIMUM OF THREE (3) WEEKS BEFORE ISSUANCE OF ANY BADGE. CONTRACTOR PERSONNEL REQUIRING AIRPORT ISSUED BADGES ARE RESPONSIBLE FOR ATTENDING SIDA TRAINING AND COMPLETING SECURITY BADGE APPLICATIONS. THERE MAY BE A CHARGE FOR THE BACKGROUND CHECK AND FINGERPRINTING PROCESS, THE COST OF WHICH SHALL BE INCIDENTAL TO MOBILIZATION. ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS HAVING ACCESS TO THE AOA UNDER ESCORT SHALL CONSPICUOUSLY WEAR EITHER SHIRT AND/OR HARD HAT THAT IDENTIFIES THE EMPLOYER OF THE

PERSONNEL.

1. CONTRACTOR SHALL BE FAMILIAR WITH THE FOLLOWING FAA SAFETY PROVISIONS AND IMPLEMENT THESE REQUIREMENTS DURING CONSTRUCTION. THE LATEST COPIES OF THESE GUIDELINES CAN BE OBTAINED ON-LINE AT (HTTP://WWW.FAA.GOV/REGULATIONS_POLICIES).

a. FAA ADVISORY CIRCULAR AC 150/5200-18, "AIRPORT SAFETY SELF-INSPECTION"

b. FAA ADVISORY CIRCULAR AC 150/5200-33, "HAZARDOUS WILDLIFE ATTRACTANTS ON OR NEAR AIRPORTS"

c. FAA ADVISORY CIRCULAR AC 150/5210-5, "PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AN AIRPORT"

d. FAA ADVISORY CIRCULAR 150/5210-24, "AIRPORT FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT"

e. FAA ADVISORY CIRCULAR 150/5370-2, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"

f. CODE OF FEDERAL REGULATIONS, 14 CFR PART 77, "SAFE EFFICIENT USE AND PRESERVATION OF THE NAVIGABLE AIRSPACE"

2. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY AND PHASING PLAN ASSOCIATED WITH THE CONSTRUCTION PROJECT AND ENSURE THAT CONSTRUCTION PERSONNEL ARE FAMILIAR WITH SAFETY PROCEDURES AND REGULATIONS OF THE AIRPORT.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WORKING AROUND POTENTIALLY ENERGIZED UNDERGROUND OR ABOVE GROUND ELECTRICAL UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO IMPLEMENT A LOCK-OUT/TAG-OUT PROCEDURE FOR PERFORMANCE OF ANY WORK ON AIRPORT ELECTRICAL

CIRCUITS.

4. CONTRACTOR EMPLOYEES SHALL PARK AND SERVICE ALL CONSTRUCTION VEHICLES IN THE CONTRACTOR'S STAGING AREA WHEN NOT IN USE BY CONSTRUCTION PERSONNEL (E.G., OVERNIGHT, ON WEEKENDS, OR DURING OTHER PERIODS WHEN CONSTRUCTION IS NOT ACTIVE), UNLESS SPECIFICALLY AUTHORIZED OTHERWISE

IN WRITING BY THE OWNER OR RPR.

5. CONTRACTOR SHALL PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS WITHIN THE CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, AS APPROVED BY THE RPR, AND LIGHT THEM WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS.

6. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE RUNWAY SAFETY AREA (RSA) WHILE THE RUNWAY IS OPEN. IF THE RUNWAY MUST BE OPENED BEFORE EXCAVATIONS ARE BACKFILLED, COVER THE EXCAVATIONS APPROPRIATELY. COVERINGS FOR OPEN TRENCHES OR EXCAVATIONS MUST BE OF SUFFICIENT

STRENGTH TO SUPPORT THE WEIGHT OF THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY.

7. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE TAXIWAY SAFETY AREA (TSA). COVERINGS FOR OPEN TRENCHES OR EXCAVATIONS MUST BE SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE HEAVIEST AIRCRAFT OPERATING ON THE TAXIWAY AND APRON WHEN THE PAVEMENT IS OPEN FOR

OPERATIONS.

8. IF REQUIRED BY THE CSPP, CONTRACTOR SHALL SEPARATE THE CONSTRUCTION SITE AND MOVEMENT AREAS SO THAT NO PART OF AN AIRCRAFT MAY ENTER THE CONSTRUCTION AREA BY USING LOW-PROFILE BARRICADES THAT ARE MARKED WITH DIAGONAL, ALTERNATING ORANGE AND WHITE STRIPES AND RED LIGHTS.

BARRICADES MAY BE SUPPLEMENTED WITH ALTERNATING ORANGE AND WHITE FLAGS AT LEAST 3 FEET BY 3 FEET SQUARE AND MADE AND INSTALLED SO THEY ARE ALWAYS IN AN EXTENDED POSITION, PROPERLY ORIENTED, AND SECURELY FASTENED TO ELIMINATE JET ENGINE INGESTION.

9. CONTRACTOR SHALL NOT CONDUCT ANY CONSTRUCTION ACTIVITY WITHIN NAVIGATIONAL AID RESTRICTED AREAS AND CRITICAL AREAS, WITHOUT PRIOR APPROVAL FROM THE LOCAL FAA AIRWAY FACILITIES SECTOR REPRESENTATIVE. NAVIGATIONAL AIDS INCLUDE INSTRUMENT LANDING SYSTEM COMPONENTS SUCH AS THE

LOCALIZER, THE GLIDESLOPE, APPROACH LIGHTS, PAPIS, ETC.

10. ALL CONTRACTOR EQUIPMENT SHALL BE IDENTIFIED BY THREE-FOOT (3') SQUARE ORANGE AND WHITE FLAGS WHENEVER SUCH VEHICLE AND EQUIPMENT ARE OPERATING WITHIN THE AOA. IN ADDITION, SUCH VEHICLES AND EQUIPMENT SHALL HAVE THE CONTRACTOR'S NAME CLEARLY AFFIXED ON EACH SIDE OF SUCH VEHICLES AND EQUIPMENT. DURING THE HOURS BETWEEN SUNSET AND SUNRISE AND AT ALL TIMES WHEN VISIBILITY IS IMPAIRED, VEHICLES AND MOBILE EQUIPMENT SHALL ALSO BE EQUIPPED WITH A REVOLVING YELLOW BEACON LIGHT MOUNTED ON THE TOP OF THE VEHICLE OR EQUIPMENT. BEACON LIGHTS SHALL PROVIDE:

a. THREE HUNDRED AND SIXTY DEGREE AZIMUTH COVERAGE. SEE FAA ADVISORY CIRCULAR AC 150/5200-33 - "HAZARDOUS WILDLIFE ATTRACTANTS ON OR

NEAR AIRPORTS".

b. EFFECTIVE INTENSITY IN THE HORIZONTAL PLANE NOT LESS THAN 40 OR MORE THAN 400 CANDELAS.

c. BEAM SPREAD MEASURED TO 1/10 PEAK INTENSITY EXTENDING FROM 10 DEGREES TO 15 DEGREES ABOVE THE HORIZONTAL PLANE.

d. SIXTY TO NINETY FLASHES PER MINUTE.

11. NO CRANE SHALL BE ALLOWED ON THE WORK SITE UNTIL THE EQUIPMENT AND ITS INTENDED OPERATION ARE APPROVED BY THE RPR. THE CONTRACTOR SHALL PROVIDE THE RPR WITH NOT LESS THAN 72-HOUR ADVANCE WRITTEN NOTICE REQUESTING CRANE ACCESS TO THE AOA. WHEN ACCESS IS APPROVED BY THE RPR, THE TIP OF THE CRANE BOOM SHALL BE IDENTIFIED BY THE ORANGE AND WHITE FLAG AND BY RED OBSTRUCTION LIGHTS, CONFORMING TO FAA REQUIREMENTS.

12. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF THE OWNER OR AIRPORT OPERATIONAL SAFETY, AND THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE. NECESSARY EXTENSIONS IN CONTRACT TIME MAY BE GRANTED OR A STOP WORK ORDER MAY BE ISSUED DUE TO THESE DELAYS. THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE DUE TO THESE DELAYS. SHOULD SEVERE WEATHER OR OTHER OPERATIONAL EMERGENCY REQUIRE ADDITIONAL OUT OF SCOPE WORK TO PREPARE THE AREA FOR AIRCRAFT OPERATION, THE CONTRACTOR SHALL PROMPTLY AND FULLY COMPLY WITH THE OWNER’S DIRECTIVE. THE CONTRACTOR MAY SUBMIT DOCUMENTATION SUPPORTING A REQUEST TO

BE REIMBURSED FOR SUCH EXTRA WORK FOR CONSIDERATION AND ACTION BY THE OWNER.

13. VEHICULAR TRAFFIC SHALL NOT CROSS ACTIVE AIRCRAFT MOVEMENT AREAS (RUNWAYS, TAXIWAYS OR AIRCRAFT PARKING APRON) WITHOUT PRIOR APPROVAL OF AIRPORT OPERATIONS, AND MUST BE UNDER ESCORT BY INDIVIDUALS WITH MOVEMENT AREA DRIVING PRIVILEGES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTIONS OF EMPLOYEES AND SUBCONTRACTORS. PERSONNEL WHO DO NOT ABIDE BY AIRPORT RULES AND REGULATIONS ARE SUBJECT TO PROSECUTION AND OR MONETARY FINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ANY FINES ASSESSED TO THE OWNER DUE TO THE CONTRACTOR'S VIOLATIONS OF FAA OPERATING, SAFETY OR SECURITY REQUIREMENTS. ANY DELAY OF CONSTRUCTION OF PROJECT DUE TO VIOLATION OF FEDERAL AND/OR AIRPORT REGULATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

15. THE EMERGENCY NUMBER TO CALL FOR ANY INCIDENT ON THE PROJECT OR AIRPORT SHALL BE 911, AND THE SITE IS TALLAHASSEE INTERNATIONAL AIRPORT, UNLESS OTHERWISE NOTIFIED BY THE OWNER. IN ADDITION, CALL THE AIRPORT COMMUNICATIONS CENTER AT 850-891-7830 FOR NOTIFICATION OF THE EMERGENCY.

16. CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING TAXIWAYS OR APRONS OR OTHER PAVEMENT AREA NOT AFFECTED BY THE CONSTRUCTION FOR

ANY PURPOSE UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER OR RPR.

17. CONTRACTOR IS REQUIRED TO HAVE A PERSON ON CALL 24-HOURS A DAY, 7 DAYS A WEEK FOR EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND BARRICADES. CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOUR CONTACT LIST) WHICH IDENTIFIES THE CONTRACTOR'S PROJECT SUPERVISORY STAFF, AND ALL SUBCONTRACTOR SUPERVISORS/LEADS TO THE OWNER AND RPR. ALL CHANGES IN PERSONNEL MUST BE REPORTED TO THE RPR AND

OWNER WITHIN 24 HOURS.

18. ANY TAXIWAY AND RUNWAY CLOSURE REQUESTS, OUTSIDE OF THAT SPECIFIED WITHIN CONTRACT DOCUMENTS, MUST BE SUBMITTED 72 HRS IN ADVANCE OF THE REQUESTED CLOSURE PERIOD. THE REQUEST MUST CONTAIN A DRAWING THAT CLEARLY DEPICTS THE AREA(S) TO BE CLOSED AND A SCHEDULE OF OPERATIONS

AND TIME(S) REQUIRED FOR CONSTRUCTION.

8" PALM

X X

X X

XX

13" OAK

11" OAK

9" OAK

16" OAK 16" OAK

HORIZONTAL SURFACE, 233.1'

200'

180'

160'

CONTRACTOR STAGING

AREA, EQUIPMENT HEIGHT

SHALL NOT EXCEED 100'

PROPOSED

BUILDING

AOA FENCE

SOIL TRACKING PREVENTION DEVICE

(CONSTRUCTION ENTRANCE)

EXISTING GATES, CONTRACTOR

TO COORDINATE WITH OWNER

TO OBTAIN BADGES TO ACCESS

AREA. CONTRACTOR IS

RESPONSIBLE FOR MAINTAINING

SECURE AREA AT ALL TIMES.

ACCESS TO

SITE IS VIA

SPRINGHILL

ROAD

ATCT FENCE

AOA FENCE AOA GATE

AOA FENCE

TEMPORARY CONSTRUCTION FENCE.

AIR TRAFFIC CONTROL AREA SHALL BE

KEPT SECURE AT ALL TIMES. CONTRACTOR

ENTRANCE AND EXIT GATE SHALL BE

LOCKED OR GUARDED AT ALL TIMES.

AIR TRAFFIC

CONTROL

TOWER (ATCT)

BUS 40 - ROUTE

H

OR

IZ

ON

TA

L

SU

RF

AC

E, .1

21.1'

21.0'

400'

HYDRANT

COVERAGE

RADIUS

36" CLEAR SPACE AROUND

EXISTING HYDRANT

36" CLEAR SPACE

AROUND EXISTING

HYDRANT

FIRE HOSE PATH

APPROX. 457'

CONTRACTOR TO

INSTALL BARRICADES

0'

7:

TR

AN

SI

TI

O N

AL

SU

R

FA

C E

CONTRACTOR TO MAINTAIN MIN. 15'

WIDE ACCESS PATH FOR AIRPORT

VEHICLES DURING CONSTRUCTION.

50'

EXISTING

DRY

RETENTION

POND

BY

DATE

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C003

144124113

KDH

CAC

KDH

CONTRACT

LAYOUT

FEBRUARY 2026

NORTH

NOTES

1. CONTRACTOR SHALL PARK ALL EQUIPMENT AND VEHICLES IN THE CONTRACTOR STAGING AREA.

2. CONTRACTOR SHALL KEEP ALL PERSONNEL AND EQUIPMENT OUTSIDE THE AIR OPERATIONS AREA (AOA)

UNLESS APPROVED BY THE OWNER.

3. NO OBJECT SHALL PENETRATE PART 77 SURFACES WHEN THE RUNWAY IS OPEN FOR AIRCRAFT

OPERATIONS UNLESS PRIOR FAA APPROVAL IS OBTAINED.

4. THE OWNER WILL SUBMIT AN AIRSPACE CHECKLIST (FORM 7460-1) TO THE FAA PRIOR TO

NOTICE-TO-PROCEED WITH CONSTRUCTION INDICATING A LIST OF ANTICIPATED TYPE AND HEIGHT OF TEMPORARY EQUIPMENT THE CONTRACTOR WILL USE OR STORE IN ONSITE. THE CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE OWNER AT LEAST 75 DAYS PRIOR TO NOTICE-TO-PROCEED.

5. THE OWNER WILL SUBMIT AN AIRSPACE CHECKLIST (FORM 7460-1) TO THE FAA FOR APPROVAL OF ANY SPECIALTY EQUIPMENT SUCH AS CRANES OR EARTH MOVING EQUIPMENT THE CONTRACTOR WILL USE OR STORE ONSITE. THE CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE OWNER AT LEAST 75 DAYS

PRIOR TO USE.

6. ALL ELEVATIONS SHOWN ON THIS SHEET ARE ABOVE MEAN SEA LEVEL (AMSL).

7. TEMPORARY CONSTRUCTION AREA AND FLOOD LIGHTING SHALL BE PLACED IN A MANNER TO POINT AWAY

FROM THE RUNWAY ENDS AND AIR TRAFFIC CONTROL TOWER.

8. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR STOCKPILE AND STAGING AREAS, EQUIPMENT

AND MATERIALS LOCATED ON AIRPORT PROPERTY.

9. THE CONTRACTOR'S STAGING AREA AND TEMPORARY HAUL ROADS SHALL BE REMOVED UPON

COMPLETION OF CONSTRUCTION AND THE DISTURBED AREA SHALL SHALL BE RESTORED TO THE ORIGINAL

CONDITION OR BETTER.

10. DAMAGE TO ANY PAVEMENTS OR PROPERTY CAUSED BY THE CONTRACTORS'S HAULING OR

CONSTRUCTION EQUIPMENT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AT THE

CONTRACTOR'S SOLE EXPENSE.

11. MAINTENANCE OF TRAFFIC IS THE CONTRACTOR'S RESPONSIBILITY. ALL PUBLIC AND AIRPORT ROADS ARE TO REMAIN OPEN TO TWO-WAY TRAFFIC AT ALL TIMES UNLESS APPROVED IN WRITING BY THE OWNER.

LEGEND

GRAPHIC SCALE IN FEET

30 60 120

CONTRACTOR

STAGING AREA

180'

HAUL ROUTE

F.A.R. PART 77

AIRSPACE SURFACE

ELEVATION

SOIL TRACKING

PREVENTION

DEVICE (STPD)

BID DOCUMENTS

TEMPORARY

CONSTRUCTION

FENCE

(MIN. 10' HEIGHT)

PROJECT PHASING

1. THE SCOPE OF WORK ELEMENTS LISTED IN THESE NOTES IS INDICATIVE ONLY; THE CONTRACTOR IS TO

DEFINE ALL ELEMENTS OF WORK AND THE SCHEDULE FOR WORK PERFORMANCE TO BE PERFORMED

DURING EACH PHASE AND SUB-PHASE IN EACH DETAILED WORK PLAN/PROJECT SCHEDULE FOR

COORDINATION WITH THE OWNER BEFORE BEGINNING WORK ON EACH PHASE OF THE PROJECT.

2. THE OWNER RESERVES THE RIGHT TO RE-SEQUENCE WORK AREAS WITHIN THE SPECIFIED PHASING LIMITS

AT NO CHANGE TO CONTRACT TIME AND NO COST TO THE OWNER.

3. CONTRACTOR TO PERFORM SITE INVESTIGATION AND LOCATE ALL UTILITIES, INCLUDING STORM, SANITARY, ELECTRICAL, FUEL LINES, FORCE MAINS AND COMMUNICATIONS INFRASTRUCTURE, PRIOR TO

THE START OF WORK.

PHASE 0: CONTRACTOR'S MOBILIZATION, HAUL ROUTE SIGNAGE, EQUIPMENT PROCUREMENT, PROJECT SCHEDULE, CONTRACTOR'S QUALITY CONTROL AND SAFETY PLAN, SAFETY PLAN COMPLIANCE DOCUMENT (SPCD), CONTRACTOR'S STAGING AREA, CONSTRUCTION PERMITTING BY THE CONTRACTOR, PERMITTING

AND SUBMITTALS, ORDERING OF LONG-LEAD ITEMS, ETC.

PHASE 0 SHALL BE COMMENCED FOLLOWING NOTICE TO PROCEED.

PHASE 0 SHALL TAKE PLACE AS DAYTIME WORK.

PHASE 1: INCLUDES ALL WORK REPRESENTED IN THE CONTRACT SCOPE OF WORK.

PHASE 1 SHALL BE COMMENCED FOLLOWING PHASE 1.

PHASE 1 SHALL TAKE PLACE AS DAYTIME WORK.

400' HYDRANT

COVERAGE RADIUS

BARRICADES

SEE DETAIL 1, SHEET C003

FIRE HOSE PATH

WARNING LIGHT

OPTIONAL

- 6

" M

IN

18" MIN.

ORANGE TRAFFIC DRUM DETAIL1

C003

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C004

144124113

KDH

CAC

KDH

GEOTECHNICAL

BORING PLAN

FEBRUARY 2026

IRC SET 5/8 GPS/TRAV LB 7055 #20001

SET CONTROL POINT ""

N: 504100.79 E: 2014652.38

LAT: N030° 23' 09.79"

LON: W084° 21' 13.06"

ELEV.= 62.49'

IRC SET 5/8 GPS/TRAV LB 7055 #20002

SET CONTROL POINT ""

N: 504531.65 E: 2014647.47

LAT: N030° 23' 14.05"

LON: W084° 21' 13.11"

ELEV.= 75.59'

62.0

62.4

63.07

63.26

62.88

63.5

63.92 64.17

63.75

63.2

63.2

64.7

64.5 64.97

65.35 64.95

63.9

64.6 65.4

66.1

66.5

68.5

67.8 67.4

66.66

66.27 65.9

63.964.1

67.1

67.5 67.0

66.53

66.94

67.10

66.67 66.45

66.60

66.71

67.16

66.94

66.91

67.4767.7967.5667.9 67.76

68.11

69.8870.2

72.1 72.6

73.2

72.9

71.92 71.69

72.16

72.74 72.82

72.8

72.34

71.66 71.93

70.5369.99 69.81

67.21

67.97 67.88

68.2

68.4

70.770.8

8" PALM

8" PALM

68.30

69.73

71.74

73.74 74.00

74.0775.1

77.2

77.8

77.1

76.3 76.2

75.44 75.51

76.27

75.94

74.78

75.53

74.61

73.9

73.6

73.8

73.5

74.0

74.074.2 75.1

75.0

74.3474.72

74.91

74.74

74.3 74.2

73.0

74.5

74.6

73.95

74.03

69.870.5

70.7

71.0

72.5 72.9 72.7

74.674.172.8

74.6

75.3 76.7

75.6

76.6

77.1

75.7

C

1.0' X 1.0'

10' CHAIN LINK FENCE

XX

X X

X X

X X

X X

X X

XXXX

' C

H

AI

N L

IN

K

FE

N

C E

10' CHAIN LINK FENCE

C &G E/ P S/W

AIR TRAFFIC

CONTROL

TOWER

FFE = 74.00

CONC.

BLDG

KEY PAD

GATE

S/W

S/W

S/W

E/ P

E/P

E/P

E/P

E/P

C &G

C&G

C&G

C&G

C&G

DIRT RO

AD

ELEC SENSOR

HVAC UNIT

GENERATOR

BGV

TR

EE LIN

E

TR

EE LIN

E

LANDSCAPING

CONC.

CONC.

CONC.

RIM ELEV. = 76.21

BGV

TOE OF SLOPE

TOP OF SLOPE

TOE OF SLOPE

TOP OF SLOPE

13" OAK

11" OAK

9" OAK

16" OAK 16" OAK

BY

DATE

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C100

144124113

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PROJECT

SURVEY

FEBRUARY 2026

NORTH

NOTES

1. THE FIELD SURVEY WAS COMPLETED ON 05/15/2024 BY WANTMAN

GROUP, INC. AND RECORDED IN FIELD BOOK N94, PAGES 66-67.

2. THE SURVEY SHOWN ON THIS SHEET REFLECTS THE FIELD

CONDITIONS AT THE TIME OF THE SURVEY ONLY AND IS INTENDED

FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO BEGINNING

WORK. CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION

SURVEY AND SUBMIT TO THE RPR A STATEMENT TO VERIFY THAT

THE CONTRACTOR AGREES WITH THE EXISTING CONDITIONS AND

HORIZONTAL/VERTICAL CONTROLS AS SHOWN IN THESE PLANS.

SURVEY SHALL BE PAID UNDER M-103.

3. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE

"STANDARDS OF PRACTICE," AS SET FORTH BY THE FLORIDA BOARD

OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J-17.050

THROUGH 5J-17.053, OF THE FLORIDA ADMINISTRATIVE CODE.

4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY

OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED

WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

5. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 AS DERIVED FROM SITE

BENCHMARKS, AS PROVIDED TO THE SURVEYOR, 156 (FOUND 5/8"

IRON ROD AND CAP STAMPED "LB 7713"), HAVING AN ELEVATION OF

50.02. THE VERTICAL ACCURACY IS ESTIMATED TO BE 0.1', MORE OR

LESS.

6. THE COORDINATE SYSTEM UTILIZED HEREON IS RELATIVE TO THE

FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH

AMERICAN DATUM OF 1983, 2011 AS DERIVED BY REAL-TIME

KINEMATIC GLOBAL POSITIONING SYSTEM ("RTK GPS") SURVEY

METHODS USING A BASE/ROVER CONFIGURATION ON SITE

CONTROL, AS PROVIDED TO THE SURVEYOR. THE CORRECTED

POSITIONS COMPUTED BY THESE NETWORKS WERE VERIFIED

THROUGH A REDUNDANCY OF MEASUREMENTS ON PRIMARY

CONTROL ALONG WITH CONSISTENT HORIZONTAL CHECKS TO

SECONDARY CONTROL POINTS ON SITE. ALL DISTANCES SHOWN

HEREON ARE IN U.S. SURVEY FEET. THE HORIZONTAL ACCURACY IS

ESTIMATED TO BE 0.1', MORE OR LESS.

7. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED

EXCEPT AS SHOWN.

8. THE PROPERTY SURVEYED MAY CONTAIN WETLANDS OR OTHER

ENVIRONMENTALLY SENSITIVE AREAS SUBJECT TO THE

JURISDICTION BY GOVERNMENTAL AGENCIES. THE LIMITS OF SAID

AREAS, IF ANY, HAVE NOT BEEN LOCATED OR SHOWN HEREON.

9. THE CONTOUR INTERVAL IS ONE FOOT.

LEGEND

BENCHMARK

EXISTING CONTOUR (1' INTERVALS)XX

XX.XX EXISTING ELEVATION

GRAPHIC SCALE IN FEET

15 30 60

E E

E E

E E

E E

E E

E E

E E

E

E

E

E

E

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXXX

13" OAK

11" OAK

9" OAK

N: 504542.36 E: 2014496.31

N: 504457.38 E: 2014497.84

TIE INTO EXISTING

FENCE POST AT APPROX.

N: 504437.99 E: 2014568.02

N: 504543.89 E: 2014581.15

REMOVE EXISTING FENCE

REMOVE EXISTING CURB

N: 504458.91 E: 2014582.66N: 504457.32

E: 2014567.70

N: 504475.17 E: 2014582.85

N: 504504.55 E: 2014582.78

XXXXXXXXXX

XXXXXXXXXX

XXXXXXXXXXX

REMOVE EXISTING

MARKINGS (TYP.)

PRESERVE AND PROTECT

EXISTING LIGHT POLE

PRESERVE AND PROTECT EXISTING

UNDERGROUND ELECTRIC

TIE INTO EXISTING FENCE

POST AT APPROX.

N: 504543.34 E: 2014481.29

N: 504436.56 E: 2014483.21

WITH OWNER'S APPROVAL

CONTRACTOR MAY USE EXISTING

GATES TO ACCESS SITE IN LIEU

OF INSTALLING TEMPORARY

CHAIN LINK SITE ACCESS GATE.

CONTRACTOR SHALL INSTALL

TEMPORARY FENCE PRIOR TO THE

REMOVAL OF EXISTING FENCE.

SEE DETAIL 1 SHEET

C412 FOR FENCE DETAIL.

N: 504486.20 E: 2014636.61

N: 504491.19 E: 2014636.55

N: 504492.53 E: 2014625.23

PRESERVE AND PROTECT

EXISTING TREE

PRESERVE AND PROTECT

EXISTING TREE

PRESERVE AND PROTECT

EXISTING TREE

BY

DATE

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C200

144124113

KDH

CAC

KDH

DEMOLITION

PLAN

FEBRUARY 2026

NOTES

1. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING

UNDERGROUND UTILITIES AND OTHER FEATURES ARE

BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME

OF THE PREPARATION OF THESE PLANS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY

UNDERGROUND UTILITY FEATURE LOCATED, FLAGGED,

IDENTIFIED AND APPROPRIATELY PROTECTED PRIOR TO

CONSTRUCTION.

LEGEND

CLEARING AND GRUBBING

PAVEMENT MARKING REMOVALX X X X X X

GRAPHIC SCALE IN FEET

5 10 20

NOTES

NORTH

BID DOCUMENTS

TEMPORARY CHAIN LINK FENCE, MIN 10' HEIGHT.

FENCE TO BE REMOVED AFTER COMPLETION OF WORK.

SIDEWALK REMOVAL

TREE DEBITS AND CREDITS

TREE DEBITS AND CREDITS SUMMARY

X

X X

X X

X X

X X

X

XXXXXXXXXXXXX

13" OAK

11" OAK

9" OAK

N: 504450.77 E: 2014564.21

N: 504543.01 E: 2014494.29

N: 504544.28 E: 2014582.14

N: 504455.34 E: 2014495.87

N: 504450.83 E: 2014567.81

TP

T P

T P

TP

SF SF SF SF SF SF

S F

S F

S F

S F

S F

S F

S F

SF SF SF SF SF SF SF SF

S F

S F

SF

SF

N: 504451.10 E: 2014582.74

N: 504504.98 E: 2014586.52

N: 504515.59 E: 2014582.67

N: 504432.25 E: 2014599.42

N: 504435.38 E: 2014604.27

N: 504508.92 E: 2014602.94

BY

DATE

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C300

144124113

KDH

CAC

KDH

EROSION PLAN

FEBRUARY 2026

NOTES

1. ALL PERTINENT EROSION AND SEDIMENTATION CONTROL DEVICES

SHALL BE IN PLACE PRIOR TO THE START OF ANY CONSTRUCTION

ACTIVITIES.

2. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENTATION

CONTROL DEVICES THROUGHOUT THE DURATION OF THE PROJECT

AND PROVIDE ADDITIONAL BMP'S AS REQUIRED TO THE SATISFACTION

OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL COORDINATE WITH CITY GROWTH MANAGEMENT

AND THE CITY'S ENVIRONMENTAL INSPECTOR.

4. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE

REQUIRED, DURING ANY PHASE OF DEVELOPMENT, AT THE

DISCRETION OF THE CITY OF TALLAHASSEE'S ENVIRONMENTAL

INSPECTOR.

5. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR

WHO HAS BEEN CERTIFIED UNDER THE FLORIDA STORMWATER,

EROSION AND SEDIMENTATION CONTROL INSPECTOR TRAINING

PROGRAM IS AVAILABLE IN PERSON OR BY PHONE AT ALL TIMES

DURING CONSTRUCTION ACTIVITIES. INSPECTOR TO BE DESIGNATED

AND AVAILABLE AT THE PRE-CONSTRUCTION MEETING.

6. SILT FENCE SHOWN ON THESE PLANS SHALL BE INSTALLED

GENERALLY IN THE LOCATIONS INDICATED, ADJUSTED FOR FIELD

CONSTRAINTS. ALL PROPOSED SILT FENCE LOCATED WITHIN THE

CRITICAL PROTECTION ZONE OF A TREE SHALL BE OF A

NON-TRENCHED VARIETY, UNLESS AN ARBORICULTURAL MITIGATION

PLAN IS PROVIDED AND STATES OTHERWISE.

7. CONTRACTOR SHALL INSPECT AND REPAIR ALL BMP's AT LEAST ONCE

A WEEK, AND AFTER EVERY SIGNIFICANT RAIN EVENT (> 12" OF

RAINFALL.) A LOG OF SUCH INSPECTIONS SHALL BE MAINTAINED AT

THE SITE.

8. ANY BMP IN NEED OF REPAIR OR REINSTALLATION SHALL BE

CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS OF

IDENTIFICATION OF THE NEED FOR SUCH CORRECTION.

9. ADDITIONAL BMP MEASURES MAY BE NECESSARY TO ENSURE THAT

TURBID WATER IS NOT DISCHARGED FROM THE CONSTRUCTION SITE.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE

WITH THE STORMWATER POLLUTION PREVENTION PLAN, THE

N.P.D.E.S. PERMIT AND THE CONDITIONS OF THE APPLICABLE NWFWMD

ENVIRONMENTAL RESOURCE PERMIT.

10. ALL DISTURBED AREAS TO BE LEFT IDLE LONGER THAN 14 DAYS MUST

BE STABILIZED WITH QUICK GROW GRASS SEED AND MULCH.

11. NO TRENCHING OR EXCAVATION SHALL BE ALLOWED WITHIN THE CPZ

OF PROTECTED TREES, EXCEPT WHERE DEBITS ARE NOTED ON A

TREE REMOVAL PLAN OR WHERE TREES ARE TO BE

IMPACTED/MITIGATED PER A TREE MITIGATION PLAN.

12. STREET SWEEPING WILL BE REQUIRED AS NECESSARY.

LEGEND

SOD (ARGENTINE BAHIA)

SILT FENCE

GRAPHIC SCALE IN FEET

5 10 20

NOTES

NORTH

SF

BID DOCUMENTS

TP TREE PROTECTION FENCE

SILT SOCK

THE INTENT OF THIS SEQUENCE IS TO MINIMIZE EROSION DURING INITIAL CONSTRUCTION. BMP'S MAY REQUIRE

MODIFICATION AS NECESSARY THROUGHOUT CONSTRUCTION ACTIVITY.

PRE-CONSTRUCTION ENVIRONMENTAL PROTECTION/INSPECTION SCHEDULE.

1. SCHEDULE A PRE-CONSTRUCTION MEETING WITH CITY OF TALLAHASSEE ENVIRONMENTAL INSPECTOR.

2. POST ALL PERMIT PLACARDS, INCLUDE NPDES NOTICE OF INTENT.

3. THE CONTRACTOR SHALL DESIGNATE (WITH WRITTEN DOCUMENTATION) AN ONSITE EROSION

CONTROL OFFICER WITH 24 HOUR CONTACT INFORMATION.

4. PROVIDE TREE PROTECTION ON TREES AS SHOWN.

5. INSTALL PERIMETER EROSION CONTROLS INCLUDING CONSTRUCTION ENTRANCE AND SOIL TRACKING

PREVENTION DEVICE.

CONSTRUCTION EROSION CONTROL ACTIVITIES:

1. CLEAR AND GRUB SITE.

2. COMPLETE SITE GRADING IN ACCORDANCE WITH GRADING PLAN.

3. COMPLETE REMAINDER OF SITE WORK INCLUDING FINAL GRADING AND PAVING.

4. CONSTRUCT BUILDING.

5. SOD AND SEED AS REQUIRED. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED THROUGH

THE ESTABLISHMENT OF APPROPRIATE VEGETATIVE GROUND COVER UPON COMPLETION OF

DEVELOPMENT ACTIVITIES ON THE SITE.

EROSION CONTROL NOTES

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C310

144124113

KDH

CAC

KDH

EROSION

DETAILS

FEBRUARY 2026

BID DOCUMENTS

TO BE STABILIZED

AS REQUIRED

BASED ON FLOW

AND GRADE.

SECTION A-A

SLOPE TO DRAIN

(0.1 FT/FT MIN.)

COVER PER FDOT

INDEX NO. 205

5'

TRANSITION DETAIL

PIT VOLUME IS BELOW THE

INLET ELEVATION OR THE

OUTLET ELEVATION,

WHICHEVER IS LOWER.

SECTION B-B

EX

IS

T.

D

IT

C

H

EX

IS

T.

D

IT

C H

SLOPE TO DRAIN

B

B

A

A

SWALE

SL

O

PE

T

O D

R

AI

N (0

.1 M

IN

15' STD. FULL WIDTH 1-LANE

30' STD. FULL WIDTH 2-LANE

" M

IN

M

IN

APPROACH LENGTH

AS REQUIRED

4" M

IN

FILTER

FABRIC TYPE

D-1, FDOT

INDEX NO. 199

AGGREGATE

EXISTING OR

TEMPORARY SIDE

DRAIN PIPE

FILTER FABRIC

HAY BALES

HAY BALES

SEDIMENT PIT

APPROACH

LENGTH

CONSTRUCT PAVED TURNOUT

(FDOT INDEX NO. 515). MAY BE

DELIVERED IF APPROVED BY THE

ENGINEER

AGGREGATE

FILTER

FABRIC

50' STD

15' OR 30'

1:4

2:1

BERM

RURAL CONNECTION DETAIL

EXISTING

ROADWAY

EDGE OF

PAVEMENT

5'

SILT FLOW

1. SILT FENCE SHALL BE

FDOT TYPE IV OR

APPROVED EQUAL.

2. FOR EACH END POST,

FABRIC SHALL BE

FOLDED AROUND 2

POSTS ONE FULL TURN

AND SECURED WITH

FOUR STAPLES.

PLAN SECTION

OPTIONAL POST

POSITION

PRINCIPAL POST

(POSITION TOWARD FLOW)

FILTER FABRIC

(ATTACHED TO EACH POST

WITH FOUR STAPLES)

FILTER FABRIC

POST

4' M

IN 24

6"

1' -6

2'

-6

6' MAX

5' MIN

BACKFILL

6" X 6" ANCHOR

TRENCH

NOTES:

VE

R

TI

C

AL

INSTALLATION NOTES:

DRIPLINE

(TYP.)

NOTES:

1. 1" X 4" STRINGER

2. 4' HEIGHT "PERIMETER PLUS" CONSTRUCTION

FENCE BY CONWED PLASTICS OR APPROVED

EQUAL. SUBMIT PRODUCT INFORMATION FOR

APPROVAL PRIOR TO INSTALLATION.

3. 2" x 4" PRESSURE TREATED WOOD POSTS OR

2" DIAMETER OR LARGER PIPE.

A. POSTS SHALL BE DEEP ENOUGH IN THE GROUND TO BE

STABLE AND TO EXTEND TO A MINIMUM HEIGHT OF 4' ABOVE

THE GROUND.

B. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.).

C. ONE 1" X 4" STRINGER BETWEEN ALL POSTS. SECURE FENCING

TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED

PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE

ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND

POSTS.

D. CRITICAL PROTECTION ZONE (CPZ) IS DETERMINED BY THE

AREA WITHIN THE CIRCLE DESCRIBE BY A RADIUS OF ONE

FOOT FOR EACH INCH OF THE TREE'S DIAMETER AT BREAST

HEIGHT. TREE PROTECTION SHALL BE PROVIDED AROUND

THE ENTIRE PERIMETER OF THE CPZ.

E. ANY DAMAGE TO TREE PROTECTION SHALL BE CORRECTED

IMMEDIATELY. NO ADDITIONAL PAYMENT.

F. IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE.

WIRE MAY DAMAGE FENCE OVER TIME.

18" DBH

CPZ = 18 'RAD

4' M

IN

NOT TO SCALE

TREE PROTECTION2

C310

PLAN VIEW

ELEVATION

NOT TO SCALE

SILT FENCE3

C310

SECTION PLAN

NOTES:

1. ALL MATERIAL TO MEET

SPECIFICATIONS.

2. FILTER MEDIA TO MEET APPLICATION

REQUIREMENTS.

3. FILTER MEDIA TO BE DISPERSED ON

SITE, AS DETERMINED BY ENGINEER.

AREA TO BE

PROTECTED

WORK AREA

WORK AREA

AREA TO BE

PROTECTED

WATER FLOW

PAVEMENT OR

IMPERVIOUS

SURFACE

SILTSOXX OR APPROVED EQUAL

CONCRETE BLOCKS OR SAND

BAGS SIZED AS NEEDED (10' O.C.)

SILTSOXX OR APPROVED EQUAL

CONCRETE BLOCKS OR SAND

BAGS SIZED AS NEEDED (10' O.C.)

NOT TO SCALE

SILT SOCK ON PAVEMENT4

C310

NOT TO SCALE

SOIL TRACKING PREVENTION DEVICE (STPD)1

C310

X X

X X

X X

X X

X X

X

XXXXXXXX

13" OAK

11" OAK

9" OAK

' W

ID

E

BY

' T

AL

L O

VE

R

H

EA

D C

O

IL

IN

G

R O

LL

U

P

PO

W

ER

ED

G

AR

AG

E D

O O

R 25'58

44'

3'

5'

24'

5'

5'

5'

13'

PICNIC

TABLES

METAL

STORAGE

CONTAINER

TRANSFORMER

UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E

U G

-E U

G -E

MECHANICAL

EQUIPMENT

N: 504530.47 E: 2014557.83

N: 504471.69 E: 2014514.89 N: 504472.48

E: 2014558.88

N: 504529.82 E: 2014521.79

PRE-ENGINEERED

METAL BUILDING,

SEE BUILDING PLAN

FOR FOUNDATION

INSTALL NEW 10' HIGH ATCT AREA FENCE

CONTRACTOR SHALL MODIFY FENCE FABRIC TO EXTEND

AT SWALE CROSSING CREATING A CONSISTENT

CLEARANCE TO FINAL GRADE ELEVATIONS.

INSTALL NEW 10' HIGH

ATCT AREA FENCE CLEAN AND REPAINT

EXISTING PARKING

MARKING (TYP.)

PROTECT IN PLACE

EXISTING PARKING

MARKING (TYP.)

±2' CURB

TRANSITION

PEDESTRIAN

DOOR

2' CURB TRANSITION

CR-G CURB RAMP

PEDESTRIAN DOOR

TIE INTO NEW FENCE AT

EXISTING FENCE POST

PRESERVE AND PROTECT

EXISTING AOA FENCE

PRESERVE AND PROTECT

EXISTING LIGHT POLE

ELECTRICAL SERVICE CONTRACTOR TO SUBMIT CITY ELECTRICAL

PERMIT AND COORDINATE WITH CITY ON EXACT

LOCATION OF NEW ELECTRICAL CONDUIT. ALL

COSTS ASSOCIATED WITH PERMITTING, LABOR,

AND MATERIALS TO PROVIDE POWER TO THE

BUILDING SHALL BE INCLUDED IN THE LUMP

SUM COST FOR THE BUILDING.

TIE IN NEW FENCE AT

EXISTNG FENCE POST

PROJECT LIMITS OF

DISTURBANCE

7,216 SF

PROJECT LIMITS

OF DISTURBANCE

52 SF

PROJECT

REMARKING

LIMITS

896 SF

1-STORY

METAL

STORAGE

BUILDING

FFE = 76.10'

INSTALL SPARE 2" CONDUIT FOR

FUTURE COMMUNICATIONS. FIELD

VERIFY STUB LOCATION POINTS

BY

DATE

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C400

144124113

KDH

CAC

KDH

SITE PLAN

FEBRUARY 2026

NOTES

1. EARTHWORK, INCLUDING EXCAVATION, OFFSITE BORROW MATERIAL,

HAULING, STOCKPILING AND COMPACTION, INSTALLATION OF

FOUNDATION, DOWNSPOUTS, SIDING, PEDESTRIAN DOORS, OVERHEAD

COILING ROLL UP GARAGE DOORS AND ANY OTHER INCIDENTALS

REQUIRED TO COMPLETE INSTALLATION OF THE PRE-ENGINEERED METAL

BUILDING SHALL BE INCLUDED IN THE LUMP SUM COST FOR THE BUILDING.

2. THE CONTRACTOR MUST OBTAIN CITY OF TALLAHASSEE BUILDING PERMIT

PRIOR TO CONSTRUCTION OF THE BUILDING. ALL ASSOCIATED COSTS

SHALL BE INCLUDED IN THE LUMP SUM COST FOR THE BUILDING.

3. FOR BUILDING SPECIFICATIONS AND REQUIRED FINISHES, SEE

SPECIFICATION 133419-1 AND SPECIFICATION 083323.

LEGEND

SOD

4" CONCRETE SIDEWALK

ATCT AREA FENCE

SEE DETAIL 1 SHEET

C412

GRAPHIC SCALE IN FEET

5 10 20

NORTH

6" CONCRETE LOADING PAD

BID DOCUMENTS

UNDERGROUND

ELECTRICAL SERVICEUG-E

LIMITS OF

DISTURBANCE

MARKING LIMITS

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C410

144124113

KDH

CAC

KDH

SITE DETAILS

FEBRUARY 2026

4" 3000 PSI CONCRETE

12" COMPACTED SUBGRADE

TO 98% MODIFIED PROCTOR

9'

6" WHITE

BID DOCUMENTS

6'-0"

±12"

8"

3" MAX.

2" MIN.

3/4" CHAMFERED

EDGE

6"

6"

8"

WHEEL STOP PROFILE

(TYP.)

WHEEL STOP FRONT

VIEW

12"

6"

8"

6"

12"

7" STD.

18"

1. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER

SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT, AND THE

THICKNESS OF THE LIP SHALL BE 6".

2. PROVIDE CONTRACTION JOINTS PER FDOT SPECIFICATIONS.

6" 3000 PSI CONCRETE

12" COMPACTED SUBGRADE

TO 95% MODIFIED PROCTOR

5'2'VARIES

SEE GRADING PLAN 6:1 MAX

NOTE

ALL SIDEWALK JOINTS

SHALL BE IN ACCORDANCE

FDOT INDEX 522-001.

NOT TO SCALE

STANDARD CURB AND GUTTER DETAIL WITH PARKING WHEEL STOPS4

C410

NOT TO SCALE

CONCRETE DRIVEWAY TYPICAL SECTION1

C410

NOT TO SCALE

CONCRETE SIDEWALK TYPICAL SECTION2

C410

NOT TO SCALE

TYPICAL PARKING STALL MARKING3

C410

NO. 4 BARS, 18" LONG

(TWO PER GUARD)

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

C411

144124113

KDH

DJC

KDH

ELECTRICAL

DETAILS

FEBRUARY 2026

BID DOCUMENTS

NOT TO SCALE

SINGLE LINE DIAGRAM1

C411

M

100A METER SOCKET

A/

1P

A/

1P

A/

1P

R

EC

EP

TA

C

LE

C

IR

C U

IT

R

EC

EP

TA

C

LE

C

IR

C U

IT

BU

IL

D

IN

G L

IG

H

TI

N

G

100A/2P

(2) #10 AWG CU + (1) #10 GND

IN 1" CONDUIT

(N) 120/240V UTILITY TRANSFORMER

100A FUSED DISCONNECT

(N) PANEL 'P1', 100A, 120/240V,

1ɸ, 3W, 10KAIC, NEMA 1

(3) #3 AWG CU 75°C RATED IN

3" SCH 80 PVC CONDUIT

NTRL GND

#6 BOND

CAD WELD TO

GROUNDING SYSTEM

GROUND RODS

MINIMUM 6' APART

(3) #3 AWG CU 75°C RATED +

(1) #6 GND IN 3" SCH 80 PVC

CONDUIT

PROPOSED METER/DISCNNECT

NOT TO SCALE

PANEL SCHEDULE2

C411

AS SHOWN

REVISIONSNo. DATE

SHEET NUMBER

CHECKED BY

SCALE

DESIGNED BY

DRAWN BY

KHA PROJECT

© KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BOULEVARD, SUITE 200

TALLAHASSEE, FL 32308 PHONE: 850-553-3500

WWW.KIMLEY-HORN.COM

FAA TECHNICAL

OPERATIONS

SUPPORT

BUILDING

PRELIMINARY DOCUMENTS

.PREPARED FOR

TALLAHASSEE

INTERNATIONAL

AIRPORT

FENCE

DETAILS

C412

144124113

FEBRUARY 2026

BJG

MAC

CAC

' F

EN

C

E H

EI

G

H T

10' BRACE, END, AND CORNER PANELS 10' LINE PANELS

1'

DETAIL "A"

SEE DETAIL "B"

SEE DETAIL "A"

A

A

DETAIL "B"

10' ATCT AREA FENCE1

C412

1. ALL BACKFILL/EMBANKMENT MATERIAL, PLACEMENT AND COMPACTION

REQUIRED TO MAINTAIN THE 2" MAXIMUM GAP BETWEEN FENCE AND

GROUND AND TO BACKFILL AROUND CONCRETE POST BASES SHALL BE

INCIDENTAL TO THE PAY ITEM FOR FENCING. NO ADDITIONAL PAYMENT

SHALL BE MADE FOR EMBANKMENT.

2. POST FOOTING DIAMETER SHALL BE 12-INCHES OR 3 TIMES THE PIPE

OUTSIDE DIAMETER, WHICHEVER IS GREATER.

3. FENCE MATERIALS SHALL BE COMMERCIAL GRADE HOT DIPPED

GALVANIZED STEEL UNLESS OTHERWISE INDICATED.

4. ONLY LINE POSTS SHALL HAVE BARBED WIRE EXTENSION ARMS.

CORNER AND END POSTS SHALL HAVE DOME CAPS.

5. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW FENCE

COMPLETE WITH STEEL POSTS, CONCRETE FOOTINGS, GROUND RODS,

ETC. THE NEW FENCE FABRIC SHALL BE 9 GAUGE CHAIN LINK WIRE,

AND SHALL BE GALVANIZED STEEL IN CONFORMANCE WITH THE

REQUIREMENTS OF ASTM A 392, CLASS 2. THE NEW FENCE FABRIC

SHALL BE INSTALLED IN SUCH A MANNER THAT THE FENCE MAINTAINS

A UNIFORM APPEARANCE.

6. ALL TREES, BRUSH, STUMPS, LOGS AND OTHER DEBRIS SHALL BE

CLEARED AND GRUBBED A MINIMUM WIDTH OF 10 FEET ON EACH SIDE

OF FENCE. CLEARING AND GRUBBING OF THE FENCE LINE SHALL BE

INCIDENTAL TO FENCE INSTALLATION COSTS.

7. SIZES OF PIPES, SAG RODS, AND TURNBUCKLES FOR GATES SHALL BE

MANUFACTURER'S STANDARD MEETING REQUIREMENTS OF THIS

DRAWING AND SECTION F-162 OF THE SPECIFICATIONS.

8. THE TOP AND BOTTOM SELVAGE OF THE FENCE FABRIC SHALL BE

TWISTED AND BARBED.

9. SECTIONS OF FENCES, REGARDLESS OF LENGTH, ISOLATED BY GATES,

CAPS AT SPLICES, OR PLASTIC CONNECTORS, SHALL BE GROUNDED

INDEPENDENTLY.

10.THE #2 BARE SOFT DRAWN COPPER (BSDC) GROUND WIRE SHALL BE

ATTACHED TO THE TOP, CENTER, AND BOTTOM OF THE FENCE FABRIC

AND TO EACH STRAND OF BARBED WIRE BY A BIMETALLIC FASTENER.

11.TOP OF 5/8" x 8' COPPER CLAD GROUND ROD SHALL BE 6" BELOW

GRADE. GROUND RODS SHALL BE INSTALLED AT 500' MAXIMUM

SPACING.

12. WIRE OR…