DRAWINGS.pdf

CIVIL

C001 GENERAL NOTES, LEGEND & QUANTITIES

C101 CONSTRUCTION SAFETY AND PHASING PLAN

C102 CIVIL SITE PLAN

C103 CIVIL NOTES AND DETAILS

ALB

NOVEMBER, 2025

2025.287.03

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Checked By:

Date:

Project No.:

Drawn By:

REVISIONS:

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C001

GENERAL NOTES:

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND

OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE

TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL FIELD LOCATE, VERIFY,

AND FURTHER IDENTIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING

UTILITIES, STRUCTURES, AND OTHER FEATURES (IDENTIFIED ON THE PLANS OR NOT)

AFFECTING ANY COMPONENT OF WORK HEREIN PRIOR TO THE START OF ANY

CONSTRUCTION. DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY

CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO

THE START OF ANY CONSTRUCTION. SPECIAL ATTENTION SHALL BE TAKEN WITH THOSE

EXISTING UTILITIES, STRUCTURES OR FEATURES (IDENTIFIED ON THE PLANS OR NOT) THAT

MAY POTENTIALLY CONFLICT OR CROSS PROPOSED DESIGN COMPONENTS (I.E., AIRFIELD

ELECTRICAL, STORM SEWERS, SANITARY SEWERS, WATER MAINS, COMMUNICATION LINES,

HIGH POWER TRANSMISSION LINES, BUILDING FOUNDATIONS, ETC) AND ANY

DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY CONSTRUCTION. ANY COST

ASSOCIATED WITH THE LOCATION OF EXISTING UTILITIES AS OUTLINED ABOVE IS THE

RESPONSIBILITY OF THE CONTRACTOR.

3. ERRORS OR OMISSIONS - DO NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR

OMISSION DISCOVERED IN THE CONTRACT DOCUMENTS, BUT IMMEDIATELY NOTIFY THE

ENGINEER OF SUCH DISCOVERY. THE ENGINEER WILL THEN MAKE SUCH CORRECTIONS

AND INTERPRETATIONS AS NECESSARY TO REFLECT THE ACTUAL SPIRIT AND INTENT OF

THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND

SHALL PROVIDE AT LEAST 48-HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO

CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY

THE CONTRACTOR CALLED FOR IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION, AND ANY DISTURBED

MONUMENTATION SHALL BE RESTORED AT CONTRACTOR'S EXPENSE BY A SURVEYOR

SELECTED BY THE OWNER.

6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND PASS ALL TESTING OR INSPECTION

REQUIREMENTS PRIOR TO ROAD BASE AND/OR SURFACE IMPROVEMENT CONSTRUCTION.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMITS AND

INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND

THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO

CONSTRUCTION, AND SCHEDULE INSPECTIONS AND TESTING ACCORDING TO AGENCY

REQUIREMENTS.

8. ALL WORK PERFORMED SHALL COMPLY WITH THE CODES, STANDARDS, REGULATIONS AND

REQUIREMENTS OF THE CITY OF LEESBURG LAND DEVELOPMENT CODE AND ENGINEERING

STANDARDS, PLUS THE CURRENT EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR

ROAD, BRIDGE AND UTILITY CONSTRUCTION, PLUS THE CURRENT EDITION OF THE FAA

ADVISORY CIRCULARS, PLUS THE REGULATIONS AND ORDINANCES OF THE VARIOUS OTHER

GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.

9. CONTRACTOR SHALL KEEP ENGINEER ADVISED OF CONSTRUCTION SCHEDULE CHANGES

SO THAT ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO JURISDICTIONAL

AGENCIES.

10. SAFETY - DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL

SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR THEIR

REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE

TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS

SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF

THE DEPARTMENT OF TRANSPORTATION.

11. "AS-BUILT" PLANS FOR THE PROPOSED CONSTRUCTION SHALL BE PROVIDED UPON

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S

ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY A FLORIDA

REGISTERED PROFESSIONAL SURVEYOR.

12. THESE DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON RECORD DRAWINGS

AND/OR CAD FILES FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE

RELIABLE, THOSE UTILIZING THE INFORMATION ON THESE DRAWINGS ARE ADVISED TO

OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE USING IT FOR ANY

PURPOSE.

13. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION

OPERATIONS SHALL BE RESTORED EQUAL TO OR BETTER THAN ORIGINAL CONDITION AT

THE CONTRACTOR'S EXPENSE.

14. ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED FROM

ALL PAVED SURFACES DURING THIS CONTRACT.

15. ALL OF THE CONTRACTOR'S OPERATIONS SHALL REMAIN ON AIRPORT PROPERTY AT ALL

TIMES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON ADJACENT

PROPERTY.

16. THE CONTRACT DOES NOT ALLOW FOR PRICE INCREASES DUE TO ESCALATION IN COST OF

UNIT BID ITEMS. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN

PREPARING UNIT PRICES FOR BID.

17. THE CITY OF NEW SMYRNA BEACH RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF THE

CONTRACT AND PERFORM THESE ITEMS WITH COUNTY SUPPLIED FORCES AND MATERIALS.

18. THE CONTRACTOR SHALL BE AWARE THAT OTHER CONCURRENT PROJECTS MAY BE UNDER

CONSTRUCTION ON THE AIRPORT. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE THEIR ACTIVITIES WITH THE OTHER CONTRACTORS ON THE AIRPORT. THIS

COORDINATION WILL NOT BE PAID SEPARATELY AND IS CONSIDERED A NECESSARY AND

INCIDENTAL PORTION OF THE WORK.

19. ALL ELEVATIONS REFERENCE NAVD 88 VERTICAL DATUM. COORDINATES REFERENCE NAD

83 HORIZONTAL DATUM.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL FAILED QUALITY

ASSURANCE TESTING.

RESTORATION NOTES:

1. FOR PROPOSED WORK ITEMS OUTSIDE OF THE WORK AREA LIMITS SHOWN IN THE PLANS,

RESTORATION SHALL BE INCIDENTAL TO THE LINE ITEM ASSOCIATED WITH THE

CORRESPONDING WORK. ALL AREAS SHALL BE RESTORED TO EQUAL TO OR BETTER THAN

EXISTING CONDITIONS.

2. AREAS OUTSIDE OF THE PROJECT LIMITS THAT ARE DISTURBED BY THE CONTRACTOR'S

WORK SHALL BE REPAIRED/REGRADED/RESTORED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER. ALL DISTURBED AREAS OUTSIDE OF THE PROJECT

GRADING LIMITS SHALL BE RESTORED EQUAL TO OR GREATER THAN THE EXISTING

CONDITION REGARDLESS OF MATERIAL. ALL ASSOCIATED COSTS SHALL BE BORNE BY THE

CONTRACTOR.

3. ALL GRADING AREAS SHALL BE RESTORED WITH SOD, IN ACCORDANCE WITH ITEM T-904.

ALL AREAS OF SODDING SHALL BE SMOOTH AND FREE OF RUTTING AT THE COMPLETION OF

THE PROJECT.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE ADEQUATE GROWTH OF

GRASS FOR ALL AREAS RESTORED WITH SOD. CONTRACTOR SHALL WATER AND MAINTAIN

THE RESTORATION AREA.

5. SOD THAT DIES DUE TO INSUFFICIENT WATERING SHALL BE REMOVED AND REPLACED WITH

NEW SOD AT NO ADDITIONAL COST TO THE OWNER.

STORMWATER SYSTEM NOTES:

1. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO MAINTAIN EXISTING

STORM SEWER SYSTEM IN SERVICE.

2. SURFACE DRAINAGE SHALL BE DIVERTED FROM EXCAVATIONS, AND STOCKPILE AREAS

SUCH THAT PROPER SITE CONDITIONS ARE MAINTAINED AND EROSION DUE TO RAIN

RUN-OFF OR SEEPAGE IS PREVENTED OR MINIMIZED.

ELECTRICAL NOTES:

1. ABANDONED CABLES MAY EXIST IN THE VICINITY OF THE PROPOSED WORK. IF

ENCOUNTERED, CONTRACTOR SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO

REMOVAL. IF THEY ARE NOT ABANDONED, CABLES SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

2. ALL ELECTRICAL EQUIPMENT REMOVED WHICH IS DESIRED BY THE OWNER TO BE

SALVAGED SHALL BE TURNED OVER TO THE OWNER. THE EQUIPMENT SHALL BE

STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER IN PROPER WORKING

CONDITION. ALL OTHER MATERIALS SHALL BE SPOILED OFF AIRPORT PROPERTY AT A

PROPER DISPOSAL SITE AT THE CONTRACTOR'S EXPENSE.

ABAN. - ABANDONED

APPROX. - APPROXIMATE

ASPH. - ASPHALT

BL - BASELINE

BLDG. - BUILDING

BM - BENCHMARK

CL - CENTERLINE

CCR - CONSTANT CURRENT REGULATOR

CIP - CAST IRON PIPE

CMP - CORRUGATED METAL PIPE

CONC. - CONCRETE

CSP - CORRUGATED STEEL PIPE

D - DIAMETER

E - EASTING

ELL - ELBOW/ARM

ELEV, - ELEVATION

FND. - FOUNDATION

HP - HIGH POINT

INV. - INVERT

JCP - JUNCTION CAN PLAZA

LT - LEFT

LP - LOW POINT

MAX. - MAXIMUM

MES - MITERED END SECTION

M.E.G. - MEET EXISTING GRADE

MIN. - MINIMUM

N - NORTHING

NA - NOT ACCEPTABLE

NFPA - NATIONAL FIRE PROTECTION

ASSOCIATION

OFA - OBJECT FREE AREA

O.C - ON CENTER

PAV'T - PAVEMENT

PC - POINT OF CURVATURE

PCC - PORTLAND CEMENT CONCRETE

PAVEMENT

PI - POINT OF INTERSECTION

PL - PROPERTY LINE

PVI - POINT OF VERTICAL INTERSECTION

PVC - POLYVINYL CHLORIDE PIPE

PET - CROSSLINKED POLYETHYLENE

PRESSURE TUBING

PVT - POINT OF TANGENCY (VERTICAL

CURVE)

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

RGS - RIGID GALVANIZED STEEL

ROFA - RUNWAY OBJECT FREE AREA

RSA - RUNWAY SAFETY AREA

ROW - RIGHT OF WAY

RPZ - RUNWAY PROTECTION ZONE

RT - RIGHT

RWY - RUNWAY

SHDR - SHOULDER

SICPP - SMOOTH INTERIOR CORRUGATED

POLYETHYLENE PIPE

STA - STATION

TLOFA - TAXILANE OBJECT FREE AREA

TOFA - TAXIWAY OBJECT FREE AREA

TSA - TAXIWAY SAFETY AREA

TWY - TAXIWAY

TYP - TYPICAL

UG - UNDERGROUND

GENERAL NOTES

ABBREVIATIONS

BID SCHEDULELEGEND

BUILDING

TREE/BUSH

ELECTRICAL TRANSFORMER

DITCH TOP OF BANK

DITCH CENTERLINE

AIRPORT FENCELINE

TSA TAXIWAY SAFETY AREA

TOFA TAXIWAY OBJECT FREE AREA

TAXIWAY CENTERLINE MARKING

DRAINAGE PIPE

AIRPORT PROPERTY LINE

TO BE INCLUDED WITH

CONFORMED CONSTRUCTION

DOCUMENTS

( SEE OPENGOV FOR

PROJECT BID SCHEDULE)

This item has been digitally signed and sealed by

Daniel J. Nickols, Jr., PE, on the date adjacent to the seal. Signature must be verified on any electronic copies.

TSA

TSA

TSA

TSA

TSA TSA TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TSA

TSA TSA TSA

TS

A

TS

A

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TOFA

TOFA TOFA TOFA TOFA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

CB

CB

CB

CB

CB

CB

CB

CB

CB

TO

FA

TO

FA

TOFATOFATOFA

TO

FA 0

GRAPHIC SCALE (FT)

120'60'30'

NORTH

ALB

NOVEMBER, 2025

2025.287.03

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Drawn By:

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C101

CONSTRUCTION SAFETY AND PHASING PLAN CONSTRUCTION SAFETY AND PHASING NOTES

SHEET LEGEND

WORK AREA A

1. WORK AREA A SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN THE WORK AREA LIMITS, INCLUDING, BUT NOT LIMITED TO MARKING OPERATIONS. WORK AREA A SHALL BE LIMITED TO 30 CALENDAR DAYS. WORKING HOURS SHALL BE MONDAY-FRIDAY, 7:00AM-5:00PM. THE OWNER SHALL

BE NOTIFIED TWO WEEKS IN ADVANCE OF THE START OF WORK AREA A.

2. TAXIWAY C AND TAXIWAY E SHALL BE PARTIALLY CLOSED FOR THE DURATION OF THIS WORK AREA.

WORK AREA B

1. WORK AREA B SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN THE WORK AREA LIMITS, INCLUDING, BUT NOT LIMITED TO MARKING OPERATIONS. WORK AREA B SHALL BE LIMITED TO 30 CALENDAR DAYS. WORKING HOURS SHALL BE MONDAY-FRIDAY, 7:00AM-5:00PM. THE OWNER SHALL

BE NOTIFIED TWO WEEKS IN ADVANCE OF THE START OF WORK AREA B.

2. TAXIWAY C AND TAXIWAY E SHALL BE PARTIALLY CLOSED FOR THE DURATION OF THIS WORK AREA.

SHEET NOTES:

1. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL TIMES.

2. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE DESIGNATED WORK AREA

WITHOUT PRIOR APPROVAL OR PROPER COORDINATION WITH THE ENGINEER/RPR. DOING SO MAY

RESULT IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM THE AIRPORT.

3. THE CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED FENCING THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING AIRPORT FENCE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS AT NOT ADDITIONAL COST TO

THE OWNER.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ENGINEER

AND/OR RPR REGARDING CONSTRUCTION SCHEDULE AND PLANNING. NOTAMS FOR LOCALIZED

CLOSURES SHALL BE PLANNED AND COORDINATED WITH THE OWNER IN ADVANCE OF THE START

OF WORK. THE CONTRACTOR SHALL HAVE A QUALIFIED REPRESENTATIVE CAPABLE OF

COMMUNICATING WITH THE LOCAL AIR TRAFFIC AND KNOWLEDGEABLE ABOUT MOVEMENT ON

ACTIVE AIRFIELD PAVEMENT AREAS. THE CONTRACTOR SHALL CLOSELY COORDINATE ACCESS ON AND ACROSS OPEN AND ACTIVE AIRFIELD PAVEMENT WITH THE AIRPORT, AIR TRAFFIC, AND THE

RESIDENT ENGINEER.

WORK AREA A BOUNDARY, (TYP.)

LOW PROFILE BARRICADES INTENDED FOR WORK AREA A, SEE DETAIL

1/C103, ON SHEET C103 FOR MORE INFORMATION.

CONTRACTOR ACCESS ROUTE, (TYP.)

WORK AREA B BOUNDARY, (TYP.)

LOW PROFILE BARRICADES INTENDED FOR WORK AREA B, SEE DETAIL

1/C103, ON SHEET C103 FOR MORE INFORMATION.

EXISTING FENCE

LINE, (TYP.)

EXISTING

AIRCRAFT

PARKING

APRON

D

IR

T AC

C

ESS R

O

AD

HANGAR

HANGAR

HANGAR

CONTRACTOR STAGING, STOCKPILE AND LAYDOWN AREA, (TYP.)

INDUSTRIAL PARK AVE

INDUSTRIAL PARK AVE

INDUSTRIAL APARK AVE

PARKING LOT

EXISTING

AIRCRAFT

PARKING

APRON

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDINGBUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

PARKING LOT

PARKING LOT

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

TA

XI

W

AY

C

TA

XI

W

AY

C

TA

XI

W

AY

E

TA

XI

W

AY

E

TA

XI

W

AY

E

BUILDING

TAXIWAY SAFETY

AREA, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

ACCESS ROAD

HANGAR E

CONTRACTOR SHALL REFRAIN

FROM USING THIS ENTRANCE.

ENTRANCE AND EXIT FOR FIRE

DEPARTMENT USE ONLY.

ACCESS GATE

R25

TSA

TSA

TSA

TSA

TSA TSA TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TSA

TSA TSA TSA

TS

A

TS

A

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TOFA

TOFA TOFA TOFA TOFA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

CB

CB

CB

CB

CB

CB

CB

CB

CB

TO

FA

TO

FA

TOFATOFATOFA

TO

FA

N: 1714151.824 E: 675034.030

N: 1714152.266 E: 675034.926

N: 1713994.575 E: 675163.229

N: 1713995.480 E: 675162.795

N: 1714282.901 E: 675559.453

N: 1714377.665 E: 675493.435

N: 1714159.232 E: 675049.046

RAD. #3:

N: 1714245.182 E: 675487.591

#2 R47'#1 R30'

RAD. #1:

N: 1714037.069 E: 675141.796

RAD. #2:

N: 1714037.314 E: 675142.732

32'

(TYP.) N: 1714282.424

E: 675558.464

N: 1714180.238 E: 675525.873

N: 1714181.133 E: 675525.428

N: 1714201.446 E: 675513.679

N: 1714200.698 E: 675514.343

# 3 R64'# 4 R59'

RAD. #4:

N: 1714238.998 E: 675506.528

N: 1714267.612 E: 675528.239

N: 1714268.041 E: 675529.104

R25'

R25

R25'

ALB

NOVEMBER, 2025

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C102

CIVIL SITE PLAN CIVIL SITE PLAN NOTES

CONTINUOUS TAXIWAY EDGE MARKING

TAXIWAY CENTERLINE MARKING

SHEET NOTES:

1. IF REQUESTED, AUTOCAD FILES MAY BE PROVIDED TO THE CONTRACTOR FOR ASSISTANCE

WITH LAYOUT AND PROJECT STAKING, HOWEVER, THE AUTOCAD FILES SHALL BE USED FOR

REFERENCE ONLY.

2. CONTRACTOR SHALL VERIFY EXISTING BENCHMARK INFORMATION PRIOR TO LAYOUT AND

STAKING IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL PROVIDE THE ENGINEER

WITH WRITTEN DOCUMENTATION THAT SURVEY CONTROL WAS ESTABLISHED IN

ACCORDANCE WITH THE PLANS AND DETAILS PRIOR TO LAYOUT AND STAKING OF

PROPOSED WORK.

MARKING NOTES:

1. HALF-RATE PAVEMENT MARKINGS SHALL BE APPLIED UPON COMPLETION OF THE FINAL

PLACEMENT OF ASPHALT SURFACE COURSE, ITEM P-620, HALF-RATE PAVEMENT MARKINGS,

WATERBORNE PAINT, WITHOUT REFLECTIVE MEDIA.

2. HALF-RATE MARKING SHALL NOT CONTAIN ANY REFLECTIVE MEDIA AND ONLY CONSIST OF

YELLOW AND WHITE MARKINGS, WITHOUT BLACK BORDERS.

3. PRIOR TO APPLICATION OF PAINT MARKINGS, THE CONTRACTOR LAYOUT SHALL BE

REVIEWED AND APPROVED BY THE ENGINEER.

4. ANY MARKINGS OBSCURED BY CONSTRUCTION OPERATIONS OUTSIDE OF THE SCOPE OF

WORK SHALL BE RESTORED BY THE CONTRACTOR. IF ANY EXISTING MARKINGS ARE

DISTURBED OUTSIDE OF THE SCOPE OF WORK THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY ADDITIONAL MARKING COST.

5. PRIOR TO THE APPLICATION OF PAINT THE CONTRACTOR SHALL SWEEP THE PAVEMENT

AND REMOVE ANY ASPHALT SCABS BEFORE PROCEEDING WITH THE MARKING LAYOUT.

NOTES:

1. GLASS BEADS SHALL BE TYPE I IN ACCORDANCE WITH ITEM P-620 AND SHALL

BE APPLIED IMMEDIATELY AFTER THE APPLICATION OF PAINT. GLASS BEADS

SHALL NOT BE APPLIED TO BLACK PAINT.

TAXIWAY C/L

6" WIDE YELLOW TAXIWAY CENTERLINE

MARKING WITH TYPE I REFLECTIVE

MEDIA, ITEM P-620 TAXIWAY MARKINGS,

WATERBORNE PAINT WITH TYPE I

REFLECTIVE MEDIA.

PROPOSED TAXIWAY CENTERLINE MARKING,

ITEM P-620, (TYP.). SEE DETAIL 2/C102, ON

THIS SHEET FOR ADDITIONAL INFORMATION.

TIE INTO EXISTING

CENTERLINE MARKING, (TYP.)

NOTES:

1. GLASS BEADS SHALL BE TYPE I IN ACCORDANCE WITH ITEM P-620 AND

SHALL BE APPLIED IMMEDIATELY AFTER THE APPLICATION OF PAINT. GLASS

BEADS SHALL NOT BE APPLIED TO BLACK PAINT.

PAVEMENT AREA

TAXIWAY PAVEMENT

TAXIWAY EDGE

OF PAVEMENT

MARKING

CENTERLINE,

(TYP.)

PROPOSED TAXIWAY EDGE MARKING,

ITEM P-620, (TYP.). SEE DETAIL 1/C102,

ON THIS SHEET FOR ADDITIONAL

INFORMATION.

EXISTING FENCE

LINE, (TYP.)

D

IR

T AC

C

ESS R

O

AD

HANGAR

HANGAR

INDUSTRIAL PARK AVE

INDUSTRIAL PARK AVE

INDUSTRIAL APARK AVE

PARKING LOT

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

PARKING LOT

PARKING LOT

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

TA

XI

W

AY

C

TA

XI

W

AY

C

TA

XI

W

AY

E

TA

XI

W

AY

E

TA

XI

W

AY

E

BUILDING

TAXIWAY SAFETY

AREA, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

ACCESS ROAD

PROPOSED GRANITE BED, (TYP.). SEE

DETAIL 4/C103, ON SHEET C103 FOR

ADDITIONAL INFORMATION.

PROPOSED HOSE BIB LOCATION,

(TYP.). SEE DETAIL 3/C103, ON

SHEET C103 FOR ADDITIONAL

INFORMATION.

PROPOSED GRANITE BED, (TYP.). SEE

DETAIL 5/C103, ON SHEET C103 FOR

ADDITIONAL INFORMATION.

HANGAR E

EXISTING

AIRCRAFT

PARKING

APRON

EXISTING

AIRCRAFT

PARKING

APRON

GRAPHIC SCALE (FT)

120'60'30'

NORTH

C102

C102

CONTINUOUS DOUBLE TAXIWAY EDGE

MARKING, 6" WIDE, YELLOW, ITEM P-620

TAXIWAY MARKINGS, WATERBORNE PAINT

WITH TYPE I REFLECTIVE MEDIA.

6" (T

YP

HANGAR

ALB

NOVEMBER, 2025

2025.287.03

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C103

CONSTRUCTION SAFETY AND PHASING PLAN NOTES LOW BARRICADE NOTE DETAIL

(N.T.S)

HOSE BIB DETAIL

(N.T.S)

NOTES:

1. BARRICADES SHALL BE 6" X 8' AIRPORT LOW PROFILE

BARRICADE (ORANGE) AS MANUFACTURED BY NEUBERT

AERO CORP OR AN APPROVED EQUIVALENT.

2. FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT BE

ACCEPTABLE.

3. BARRICADES SHALL BE PLACED IN THE LOCATIONS

IDENTIFIED ON SHEETS C102 AND SHALL BE APPROVED

BY THE RPR IN THE FIELD.

4. BARRICADES SHALL BE WATER FILLED OR WEIGHTED IN

A WAY TO PREVENT MOVEMENT DUE TO WIND, JET

BLAST, OR PROP WASH.

5. PLACEMENT, MAINTENANCE, AND REMOVAL OF

BARRICADES SHALL NOT BE PAID SEPARATELY AND

SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION

SAFETY AND PHASING PLAN COMPLIANCE.

360° SOLAR-POWERED

FLASHING RED WARNING

LIGHT

SAFETY ORANGE AND WHITE,

HIGH IMPACT, UV RESISTANT,

HDPE WATER-FILLED BARRICADE

6" X 6' ORANGE AND WHITE

REFLECTIVE SHEETING, CLASS B

CONNECTOR TO

NEXT UNIT, (TYP.)

8' (TYP.)

6" (T

YP

GENERAL SAFETY AND PHASING NOTES

1. THERE WILL BE A 45 CONSECUTIVE CALENDAR DAY MOBILIZATION, PROCUREMENT,

AND SUBMITTAL PHASE PRIOR TO THE START OF CONSTRUCTION. DURING THIS TIME,

THE CONTRACTOR SHALL SUBMIT ALL REQUIRED SUBMITTALS AND SHOP DRAWINGS

FOR REVIEW BY THE ENGINEER. ADDITIONALLY, THE CONTRACTOR SHALL COMPLETE

ALL NECESSARY PRECONSTRUCTION ACTIVITIES, INCLUDING CONTROL POINT AND

SURVEY VERIFICATION, STAGING AREA SETUP, ACCESS COORDINATION, AND OTHER

PREPARATORY TASKS.

2. ALL VEHICLES IN THE CONSTRUCTION AREA MUST BE EQUIPPED WITH AN ORANGE

AND WHITE CHECKERED FLAG ON THE HIGHEST POINT OF THE VEHICLE, PLEASE SEE

DETAIL 2/C103, ON THIS SHEET FOR ADDITIONAL INFORMATION. A FLASHING/ROTATING

AMBER CONSTRUCTION BEACON IS ALSO ACCEPTABLE.

3. ACCESS TO THIS PROJECT REQUIRES USE OF EXISTING CITY AND AIRPORT ROADS. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL ACCESS

SURFACES REMAIN CLEAN AND CLEAR OF DIRT AND DEBRIS AT ALL TIMES.

4. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND

ALL DAMAGE INFLICTED UPON THE ACCESS ROUTES OVER THE DURATION OF THE

PROJECT. THE ENGINEER/OWNER SHALL DOCUMENT THE EXISTING CONDITION AND

POST-CONDITION OF ALL ACCESS ROUTES. ANY MEASURABLE DAMAGE SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH FAA ADVISORY

CIRCULAR AC 150/5370-2, LATEST EDITION AND FDOT MOT SPECIFICATIONS WHEN

NECESSARY.

6. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CONTACT INFORMATION OF

KEY AIRPORT PERSONNEL.

7. THE BARRICADES INDICATED ON THE PLAN REPRESENT THE TRAFFIC CONTROL

REQUIRED DURING CONSTRUCTION. IN THE EVENT THAT MORE TRAFFIC CONTROL IS

REQUIRED DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE THE NUMBER AND LOCATION OF BARRICADES REQUIRED TO KEEP THE

ACTIVE WORK AREA PROTECTED.

8. THE CONTRACTOR IS REQUIRED TO SUBMIT A SAFETY PLAN COMPLIANCE

CERTIFICATION (SPCC). THIS DOCUMENT CERTIFIES THAT THE CONTRACTOR HAS

READ AND UNDERSTANDS THE SAFETY AND PHASING REQUIREMENTS OF THE

PROJECT. ADDITIONALLY THE CONTRACTOR AGREES TO FOLLOW THE RULES AND

REQUIREMENTS OF THIS SAFETY AND PHASING PLAN, THE CONTRACT DOCUMENTS

AND THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2, LATEST EDITION. A

NOTICE TO PROCEED (NTP) WILL NOT BE ISSUED UNTIL THE SPCC IS SUBMITTED.

9. NO BADGING IS REQUIRED FOR THIS PROJECT/AIRPORT, HOWEVER THE CONTRACTOR

SHALL BE REQUIRED TO COORDINATE WITH THE OWNER FOR ACCESS THROUGH THE

AUTOMATED GATES.

10. ANY STOCKPILED MATERIALS AND EQUIPMENT VEHICLES ON SITE ARE NOT PERMITTED

WITHIN THE TSA OR TOFA OF AN OPERATIONAL RUNWAY, UNLESS GIVEN PROPER

APPROVAL FROM THE RPR, AIRPORT STAFF AND ATCT.

11. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A QUALIFIED REPRESENTATIVE ON

SITE THAT CAN PROPERLY COMMUNICATE WITH THE ATCT STAFF VIA RADIO

COMMUNICATIONS AT ALL TIMES. RADIO FREQUENCY SHALL BE SET TO 119.675 AT ALL

TIMES DURING CONSTRUCTION OPERATION DAYS. ANY CONTRACTOR VEHICLES

PRESENT ON THE CONSTRUCTION SITE WILL BE REQUIRED TO HAVE THEIR VEHICLES

EQUIPPED WITH RADIOS. BASED ON THE RESPECTIVE WORK AREA, PORTIONS OR ALL

OF THE AIRPORT WILL REMAIN OPEN AND ACTIVE DURING THE COURSE OF THIS

PROJECT. MAINTAINING OPEN LINES OF COMMUNICATION WITH THE TOWER IS

REQUIRED AT ALL TIMES.

12. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE

EXISTING ASPHALT FROM ANY OIL SPILLS, GAS LEAKS, ETC. ANY DAMAGE TO THE

ASPHALT DUE TO THE MARKER, SHALL BE REPAIRED. ALL COSTS ASSOCIATED WITH

THE REPAIR SHALL BE BOURNE BY THE CONTRACTOR.

13. DURING THE COURSE OF THIS PROJECT THE CONTRACTOR WILL HAVE TO CROSS

OVER EXISTING ASPHALT PAVEMENT AREAS TO ACCESS THE DESIGNATED PLAN WORK

AREAS. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO AVOID PAVEMENT

DAMAGES. ANY PAVEMENT AREAS OUTSIDE OF THE PROJECT RECONSTRUCTION

LIMITS THAT HAS BEEN ALTERED OR DAMAGED AS A RESULT OF WORK WILL BE

RESTORED TO ORIGINAL CONDITION OR BETTER, AT THE CONTRACTOR'S EXPENSE.

14. IN THE EVENT THAT BARRICADING AND PROVIDING ESCORTS ARE INSUFFICIENT IN

RESTRICTING MOVEMENT OF CONSTRUCTION VEHICLES AND PERSONNEL TO

PERMITTED CONSTRUCTION AREAS, FLAGGERS MAY BE NECESSARY. IN SUCH EVENT,

FLAGGERS SHALL BE AS REQUIRED BY THE OWNER AND FAA ADVISORY CIRCULARS.

THE COST FOR PROVIDING FLAGGERS SHALL BE INCIDENTAL TO ITEM C-106,

CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

15. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND

LANDSIDE) CLEAN AND FREE OF DEBRIS. A POWER BROOM AND/OR SWEEPER TRUCK

SHALL BE ON SITE AND AVAILABLE AT ALL TIMES FOR CLEANING OF PAVEMENT

SURFACES. NO DIRECT PAYMENT SHALL BE MADE FOR THE CLEANING AND

MAINTAINING OF EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND

INCIDENTAL PORTION OF THE WORK.

16. IT SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A SAFE AND

SECURE AIRFIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE

ACCESS AND PROPER SECURITY OF CONSTRUCTION ACCESS GATES.

17. THE START DATE FOR PROPOSED WORK SHALL BE COORDINATED WITH THE OWNER

AND ENGINEER AT LEAST 72 HOURS IN ADVANCE.

18. IN THE EVENT THAT THE CONTRACTOR'S ACCESS ROUTE IS UNAVAILABLE AT THE TIME

OF CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

BEST WAY TO ACCESS THE CONTRACTOR'S STAGING, LAY-DOWN, STOCKPILE, AND

PERSONAL VEHICLE PARKING AREA.

19. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES NECESSARY

TO BE INSTALLED ALONG THE NEW AIRPORT FDOT ROADWAY DURING CONSTRUCTION

AND FDOT MAINTENANCE OF TRAFFIC REQUIREMENTS.

20. EXISTING PAVEMENT DISTURBED BY WORK IN THE DESIGNATED WORK AREA SHALL BE

RESTORED TO ORIGINAL CONDITION OR BETTER. ALL COSTS ASSOCIATED WITH THE

RESTORATION OF ANY DISTURBED PAVEMENT SHALL BE BORNE BY THE CONTRACTOR.

INSPECTION REQUIREMENTS

1. AT THE END OF EACH DAY, THE CONSTRUCTION AREA SHALL BE INSPECTED FOR ANY

FOD ON AIRFIELD OR NON AIRFIELD PAVEMENTS.

2. AT THE BEGINNING OF EACH CONSTRUCTION DAY, THE CONTRACTOR SHALL VERIFY

ALL BARRICADES ARE PLACED CORRECTLY.

SAFETY REQUIREMENTS

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THE

SAFETY OF OPERATING AIRCRAFT AS WELL AS THAT OF THEIR OWN EQUIPMENT AND

PERSONNEL. THE CONTRACTOR SHALL OBEY ALL INSTRUCTIONS AS TO ROUTES TO BE

TAKEN BY EQUIPMENT TRAVELING WITHIN THE AIRPORT AREA. THE CONTRACTOR

SHALL MAKE HIS OWN ESTIMATE OF ALL DIFFICULTIES TO BE ENCOUNTERED.

2. EQUIPMENT NOT IN OPERATION SHALL BE KEPT CLEAR OF ACTIVE OPERATIONAL

AREAS; PERSONNEL SHALL NOT ENTER OR OPERATE EQUIPMENT WITHIN ACTIVE

OPERATIONAL AREAS OF THE AIRPORT WITHOUT SPECIFIC PERMISSION FROM THE

OFFICE OF THE AIRPORT REPRESENTATIVE.

3. UNAUTHORIZED ENTRANCE OF CONTRACTOR EMPLOYEES AND EQUIPMENT INTO AN

AIR OPERATIONS AREA WILL BE CAUSE FOR IMMEDIATE ACTION AS PROVIDED FOR IN

GENERAL PROVISIONS SUBSECTION TITLED CHARACTER OF WORKERS METHODS AND

EQUIPMENT OF ITEM GP-80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

4. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE CONSTRUCTION

SITE SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND LIGHTED BY LIGHT

UNITS OR LOW PROFILE LIGHTED BARRICADES DURING HOURS OF RESTRICTED

VISIBILITY AND/OR DARKNESS.

CONTRACTOR DAILY CLEAN UP AND INSPECTION

1. AFTER ALL WORK HAS BEEN COMPLETED FOR THE DAY AND PRIOR TO DEPARTING THE

PROJECT AREA, THE CONTRACTOR OR THEIR SUPERINTENDENT SHALL SEE THAT:

1.1. ALL TOOLS, EQUIPMENT AND CONSTRUCTION MATERIALS HAVE BEEN REMOVED

AND PROPERLY STORED AT THE STAGING AREA.

1.2. PLACE BARRICADES, RAILINGS, PLACE COVERS OVER HOLES AND TRENCHES,

ROPE OFF AREAS AND TAKE OTHER PRECAUTIONS NECESSARY TO MINIMIZE THE

POSSIBILITY OF INJURY TO ANY PERSON(S) WHO MAY FOR ANY REASON ENTER

THE PROJECT WORK AREA.

1.3. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH LIGHTS DURING

HOURS OF DARKNESS.

AVIATION ORANGE

AVIATION WHITE

3' MIN.

3' M

IN

NOTES:

1. THE CONTRACTOR SHALL PROMINENTLY DISPLAY AVIATION

SAFETY FLAGS ON ALL CONSTRUCTION VEHICLES AND

EQUIPMENT AT THE HIGHEST POINT ON EACH PIECE OF

CONSTRUCTION EQUIPMENT.

2. COST SHALL BE INCIDENTAL TO GP-80, CONSTRUCTION

SAFETY AND PHASING PLAN COMPLIANCE.

AVIATION FLAG DETAIL

(N.T.S)

HOSE BIB W/ 34" HOSE CONN. WITH

VACUUM BREAKER

4" 90° GALVANIZED

STEEL ELBOW

EXISTING WATER MAIN

TO TIE INTO

4" X 36" GALVANIZED

STEEL PIPE

GRANITE BED DETAIL, HANGAR E WESTERN FACE

(N.T.S)

EXISTING

SUBGRADE

NO. 57 GRANITE

DECORATIVE BED,

(TYP.)

HANGAR E

OUTER WALL

BLACK PLASTIC

EDGING

LANDSCAPING

SECTION, (TYP.)

GEOTEXTILE

FABRIC

2'

GRANITE BED DETAIL, HANGAR E EASTERN FACE

(N.T.S)

EXISTING

SUBGRADE

NO. 57 GRANITE

DECORATIVE BED,

(TYP.)

HANGAR E

OUTER WALL

EXISTING TRANSFORMER

BLACK PLASTIC

EDGING

LANDSCAPING

SECTION, (TYP.)

CONCRETE PAD

GEOTEXTILE

FABRIC

2'

C103

C103

C103

C103

C103