PIE-Airfield_Pavement_Rehabilitation-100%_Plans.pdf

DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE

PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE

OBTAINED BY CONTACTING MOHSEN DESIGN GROUP @ (813) 244-6609.

Prepared By:

AT

REVISIONS

MARK DESCRIPTION DATEBY

PROJECT AREAS

LOCATION MAP VICINITY MAP

1"=1 MILE

MOHSEN DESIGN GROUP INCORPORATED

2202 N WESTSHORE BLVD, SUITE 200

TAMPA, FLORIDA 33607

PROJECT AREAS

1"=1,500'

Prepared For:

ST. PETE-CLEARWATER INTERNATIONAL AIRPORT (PIE)

ADDITIVE BID

ADDITIVE BID

Issue Date:

MDG Project No.

Drawn By:

Checked By:

JULY, 2026

PIE26001

YY

NH

C001

FY2026 AIRFIELD PAVEMENT REHABILITATION

COVER SHEET

100% CONTRACT DOCUMENTS

AutoCAD SHX Text Plotted: C:\Users\Yan\MOHSEN DESIGN GROUP Dropbox\MDG\Projects\PIE\PIE26001-Airfield-Pavement-Rehab-Ph1\05-Drawings\PIE26001-C001-CVR.dwg 7/17/2026 3:10 PM - YanC:\Users\Yan\MOHSEN DESIGN GROUP Dropbox\MDG\Projects\PIE\PIE26001-Airfield-Pavement-Rehab-Ph1\05-Drawings\PIE26001-C001-CVR.dwg 7/17/2026 3:10 PM - Yan 7/17/2026 3:10 PM - Yan7/17/2026 3:10 PM - Yan - YanYan

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GENERAL NOTES

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

GENERAL NOTES:

1. OWNER'S AUTHORIZED REPRESENTATIVE (OAR) ACTS ON BEHALF OF THE

AIRPORT. THE OAR SHALL HAVE THE AUTHORITY TO SUSPEND THE WORK

WHOLLY, OR IN PART, FOR SUCH PERIOD OR PERIODS AS HE/SHE 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.

2. THE QUANTITIES SHOWN ON THE BID DOCUMENTS ARE APPROXIMATE AND

ARE FOR THE SOLE PURPOSE OF COMPARING BIDS. CONTRACTOR SHALL BE

PAID FOR ACTUAL QUANTITIES MEASURED IN THE FIELD AND APPROVED BY

THE OAR.

3. CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN FOR OAR'S REVIEW

AND APPROVAL FOR MAJOR ITEMS OF WORK SUCH AS ASPHALT/CONCRETE

PAVING, BASE PLACEMENT, AND/OR SUBGRADE PREPARATION. A QUALITY

CONTROL OFFICER SHALL BE DESIGNATED BY THE CONTRACTOR AND

APPROVED BY THE OAR. ALL COSTS ASSOCIATED WITH PREPARING THE

QUALITY CONTROL PLAN AND QUALITY CONTROL TESTING SHALL BE

INCLUDED IN THE UNIT PRICE FOR THE WORK ITEM AND PAID FOR BY THE

CONTRACTOR. THE OWNER WILL PAY FOR AND PERFORM QUALITY

ASSURANCE TESTING IN CONJUNCTION WITH THE CONTRACTOR'S QUALITY

CONTROL TESTING. CONTRACTOR SHALL PAY FOR AND PROVIDE THE

TESTING LAB FOR THE ENGINEER'S USE AND FULLY COOPERATE WITH AND

GIVE FIRST RIGHT OF USE OF THE LAB FACILITIES TO THE ENGINEER.

4. THE OAR AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE

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

PROCEDURES OF CONSTRUCTION OR THE SAFETY PRECAUTIONS INCIDENT

THERETO.

5. CONTRACTOR SHALL ACQUIRE SECURITY BADGES AND ATTEND TRAINING

FOR ACCESS TO THE AIRPORT OPERATIONS AREA. THE OAR WILL NOT

ESCORT THE CONTRACTOR DURING CONSTRUCTION.

6. CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION AND

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

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

7. CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES REQUIRED FOR

CONSTRUCTION. THE COST FOR THESE PERMITS SHALL BE INCLUDED IN THE

UNIT PRICE FOR MOBILIZATION.

8. CONTRACTOR SHALL COORDINATE ALL LOCATES WITH AIRPORT

OPERATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR STAKING THE CONSTRUCTION SITE.

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OAR OF ANY DISCREPANCY

BETWEEN THE DESIGN DRAWINGS AND FIELD CONDITIONS. COST OF

CONSTRUCTION STAKING AND MEASUREMENTS SHALL BE INCLUDED IN THE

UNIT PRICE FOR THE VARIOUS ITEMS OF WORK.

10. CONTRACTOR SHALL EXAMINE EXISTING ACCESS ROADS, TAXIWAYS, 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

OAR.

11. EXISTING PAVEMENT OR OTHER EXISTING WORK NOT SPECIFIED FOR

REMOVAL WHICH IS TEMPORARILY REMOVED, DAMAGED OR IN ANY WAY

DISTURBED OR ALTERED BY WORK UNDER THIS CONTRACT SHALL BE

REPAIRED, PATCHED, OR REPLACED TO THE COMPLETE SATISFACTION OF

THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

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

NAVIGATIONAL AIDS, FAA CABLES, AND OTHER UTILITIES SHALL BE

REPORTED TO THE OAR AND THE FAA AND REPAIRED IMMEDIATELY BY THE

CONTRACTOR AT NO COST TO THE OWNER.

13. 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 OAR FOR RESOLUTION..

14. 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 OAR AND DISPOSE THE

MATERIAL OFF AIRPORT PROPERTY AT APPROVED DESIGNATED AREAS.

15. 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.

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

WASTE, WORK SHALL BE STOPPED AND THE OAR SHALL BE NOTIFIED

IMMEDIATELY.

17. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS

TO REDUCE EROSION TO THE PRACTICABLE MINIMUM AND TO PREVENT

DAMAGING SILTATION OF WATER COURSES, STREAMS, LAKES OR

RESERVOIRS. 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 OAR AND THE DURATION OF SUCH

EXPOSURE PRIOR TO FINAL TRIMMING AND FINISHING OF THE AREAS SHALL

BE HELD TO THE MINIMUM PRACTICAL. THE OAR 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. CONTRACTOR SHALL FILE AND

PAY FOR NPDES NOI.

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

OF CONSTRUCTION IS PROHIBITED, EXCEPT AS FOUND NECESSARY AND

APPROVED BY THE OAR.

19. THE CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH MANNER AS TO

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

SEWAGE OR OTHER HARMFUL MATERIALS INTO STREAMS, RIVERS, LAKES OR

RESERVOIRS.

20. WHEN NECESSARY, CERTAIN OPERATIONS SHALL BE DELAYED UNTIL

PROPER WIND OR CLIMATIC CONDITIONS EXIST TO DISSIPATE OR INHIBIT

POTENTIAL POLLUTANTS TO THE SATISFACTION OF THE OAR.

21. 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, TEMPORARY

STRUCTURES, AND STUMPS OR PORTIONS OF TREES. HE SHALL CUT ALL

BRUSH AND WOODS WITHIN THE LIMITS INDICATED AND SHALL LEAVE THE

SITE IN A NEAT AND PRESENTABLE CONDITION. 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.

22. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

23. CONTRACTOR SHALL INSPECT AND CLEAN RUNWAYS OR TAXIWAYS PRIOR

TO AIRPORT OPERATIONS OPENING THE RUNWAY OR TAXIWAY AND

REMOVING THE LIGHTED RUNWAY CLOSURE MARKERS AND BARRICADES.

ACCESS AND STAGING NOTES:

1. CONTRACTOR SHALL ENSURE THAT VEHICLES/EQUIPMENT LEAVING THE SITE

DO NOT TRACK DIRT, MUD, OR DEBRIS ON PUBLIC ROADS. ANY TRACKING OF

SUCH MATERIAL SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR AT

NO COST TO THE OWNER.

2. CONTRACTOR SHALL GIVE THE RIGHT OF WAY TO THE PUBLIC WHILE USING

PUBLIC ROADS. CONTRACTOR SHALL NOT BLOCK ROADWAYS AND ACCESS

TO BUSINESSES. CONTRACTOR SHALL PROVIDE FLAGMEN TO DIRECT

TRAFFIC IF TRUCKS OR VEHICLES ARE TEMPORARILY PARKED ON PUBLIC

ROADWAYS. MAINTENANCE OF TRAFFIC SHALL MEET ALL LOCAL

REQUIREMENTS AND GUIDELINES. CONTRACTOR SHALL CONTACT PINELLAS

COUNTY FOR ANY PERMIT REQUIRED FOR THE USE OF PUBLIC ROADS

3. ANY USE OF PRIVATE PROPERTY BY THE CONTRACTOR, INCLUDING PRIVATE

ROADWAYS, SHALL BE COORDINATED IN ADVANCE WITH THE PROPERTY

OWNER FOR APPROVAL.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES FOR IMPROPER OR

ILLEGAL USE OF PUBLIC OR PRIVATE PROPERTY IN THE PERFORMANCE OF

THIS WORK AT HIS/HER EXPENSE.

5. CONTRACTOR SHALL STOP AT ALL ACTIVE AIRCRAFT MOVEMENT AREAS AND

SHALL NOT PROCEED INTO AN ACTIVE AIRCRAFT MOVEMENT AREA WITHOUT

RADIO COMMUNICATION.

6. MOTORIZED VEHICLES AND EQUIPMENT OPERATING IN THE AOA SHALL NOT

EXCEED THE POSTED SPEED LIMIT OR 15 MPH, WHICHEVER IS LESS.

7. AIRCRAFT SHALL HAVE PRIORITY OVER ALL MOTORIZED VEHICLES AND

EQUIPMENT.

8. CONTRACTOR'S ACCESS TO THE CONSTRUCTION SITE AND HAUL ROADS ARE

IDENTIFIED ON THE PLANS. CONTRACTOR SHALL NOT USE ANY ACCESS OR

HAUL ROADS OTHER THAN THOSE APPROVED. CONTRACTOR MUST SUBMIT

SPECIFIC PROPOSED ROUTES ASSOCIATED WITH CONSTRUCTION ACTIVITIES

TO THE OWNER FOR EVALUATION AND APPROVAL AS PART OF THE SAFETY

PLAN BEFORE BEGINNING CONSTRUCTION ACTIVITIES. THESE PROPOSED

ROUTES MUST ALSO PROVIDE SPECIFICATIONS TO PREVENT INADVERTENT

ENTRY TO MOVEMENT AREAS. CONTRACTOR SHALL PAY SPECIAL ATTENTION

TO ENSURE THAT EMERGENCY VEHICLE RIGHT OF WAY ON ACCESS AND

HAUL ROADS IS NOT IMPEDED AT ANY TIME AND THAT CONSTRUCTION

TRAFFIC ON HAUL ROADS DOES NOT INTERFERE WITH NAVAIDS OR

APPROACH SURFACES OF OPERATIONAL RUNWAYS.

9. VEHICULAR TRAFFIC CROSSING ACTIVE MOVEMENT AREAS MUST BE

CONTROLLED EITHER BY TWO-WAY RADIO OR RADIO EQUIPPED ESCORT.

VEHICLE DRIVERS MUST CONFIRM BY PERSONAL OBSERVATION THAT NO

AIRCRAFT IS APPROACHING THEIR POSITION.

10. CONTRACTORS MUST TAKE CARE TO MAINTAIN A HIGH LEVEL OF SAFETY

AND SECURITY DURING CONSTRUCTION WHEN ACCESS POINTS ARE

CREATED IN THE SECURITY FENCING TO PERMIT THE PASSAGE OF

CONSTRUCTION VEHICLES OR PERSONNEL. TEMPORARY GATES SHOULD BE

EQUIPPED SO THEY CAN BE SECURELY CLOSED AND LOCKED TO PREVENT

ACCESS BY ANIMALS AND PEOPLE. PROCEDURES SHOULD BE IN PLACE TO

ENSURE THAT ONLY AUTHORIZED PERSONS AND VEHICLES HAVE ACCESS TO

THE AOA AND TO PROHIBIT "PIGGYBACKING" BEHIND ANOTHER PERSON OR

VEHICLE.

11. CONTRACTOR SHALL ACQUIRE APPLICABLE PERMITS FROM LOCAL AGENCIES

FOR ANY MODIFICATIONS TO THE STAGING AREA SUCH AS SECURITY

FENCING, GRADING AND DRAINAGE OR INSTALLING UTILITIES SUCH AS

WATER, SEWER, AND POWER. CONTRACTOR'S STAGING AREA, ACCESS

ROADS, AND OTHER AREAS USED BY THE CONTRACTOR SHALL BE

RETURNED TO ITS ORIGINAL CONDITION AFTER THE CONSTRUCTION IS

COMPLETE AND ALL EQUIPMENT, TRAILERS, ETC. ARE REMOVED OFF THE

AIRPORT PROPERTY. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE

UNIT PRICE FOR MOBILIZATION.

12. CONTRACTOR'S STAGING AND STOCKPILING AREAS SHALL BE CLEARLY

MARKED AND LIGHTED FOR THE DURATION OF CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND SECURITY OF ANY

CONSTRUCTION EQUIPMENT STORED ON AIRPORT PROPERTY. EXACT LIMITS

SHALL BE COORDINATED WITH OWNER.

13. CONTRACTOR AND SUBCONTRACTORS SHALL NOT ACCESS RESTRICTED

AREAS ON THE AIRFIELD EXCEPT THE CONSTRUCTION LIMITS WITHIN THE

STAGING AREAS, HAUL ROUTES, STORAGE AND STOCKPILES, AND THE

CONSTRUCTION SITE AS APPROVED BY THE OWNER.

CONTRACT DURATION NOTES:

1. DURATION LIMITATIONS FOR LIQUIDATED DAMAGES RELATED TO ELEMENTS

OF WORK ASSOCIATED WITH BID ADDITIVE 1 WILL BE ADJUSTED AS

DESCRIBED IN THE CONSTRUCTION PHASING PLAN SHOULD ADDITIVE 1 BE

AWARDED TO THE CONTRACT.

2. CONTRACT TIMES LISTED ARE FOR THE TOTAL CONTRACT TIME ALLOWED

FOR EACH IDENTIFIED PIECE OF THE CONTRACT. SEE PHASING SHEETS

(C007 SERIES) FOR ADDITIONAL RESTRICTIONS AND LIMITATIONS ON

SPECIFIC PHASES.

3. THE BASE BID CONTRACT DURATION INCLUDES A MOBILIZATION PERIOD OF

30 DAYS TO ALLOW THE CONTRACTOR TO PREPARE AND SUBMIT

CONSTRUCTION SHOP DRAWINGS, OBTAIN PERMITS AND PERFORM OTHER

CONTRACT REQUIREMENTS AS OUTLINED IN THE CONSTRUCTION

DOCUMENTS.

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CONSTRUCTION HAUL ROUTE (TYP.)

CONSTRUCTION ACCESS GATE C

RUNWAY 18-36

RUNWAY 04-22

TAXIWAY A

TAXIWAY G

TAXIW

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TAXIW

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TAXIW

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CONSTRUCTION ACCESS GATE F

CONSTRUCTION STAGE AREA

CONSTRUCTION STAGE AREA

3" MILL AND OVERLAY

(BASE BID)

3" MILL AND OVERLAY

(ADDITIVE BID)

3" MILL AND OVERLAY

(BASE BID)

3" MILL AND OVERLAY

(BASE BID)

CONSTRUCTION HAUL ROUTE (TYP.)

C003

PROJECT LAYOUT PLAN

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

EXISTING PAVEMENT

EXISTING CHAIN LINK FENCE

3" ASPHALT MILL AND OVERLAY

STAGING AREA

HAUL ROUTES/CONSTRUCTION ACCESS

LEGEND

X X X

GENERAL STAGING AREA AND HAUL ROUTE NOTES

1. AT THE CONCLUSION OF EACH SHIFT, PAVED PORTIONS ON OR

ADJACENT TO THE HAUL ROUTE SHALL BE CLEANED AND CHECKED

FOR FOREIGN OBJECT DEBRIS (FOD).

2. CONTRACTOR SHALL BE MINDFUL OF ALL TRAFFIC ALONG THE EXISTING ROADS ON SITE.

CONTRACTOR SHALL ROUTINELY CLEAN FOD FROM ROADS DURING EACH SHIFT AND AS

DIRECTED BY OAR.

3. CONTRACTOR SHALL GIVE THE RIGHT OF WAY TO THE PUBLIC WHILE USING PUBLIC ROADS. THE

CONTRACTOR SHALL NOT BLOCK ROADWAYS AND ACCESS TO BUSINESSES. THE CONTRACTOR

SHALL PROVIDE FLAGMEN TO DIRECT TRAFFIC IF TRUCKS OR VEHICLES ARE TEMPORARILY

PARKED ON PUBLIC OR AIRPORT OWNED ROADWAYS. MAINTENANCE OF TRAFFIC SHALL MEET

ALL LOCAL REQUIREMENTS AND GUIDELINES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES FOR IMPROPER OR ILLEGAL USE OF

PUBLIC OR PRIVATE PROPERTY IN THE PERFORMANCE OF THIS WORK AT HIS/HER EXPENSE.

5. CONTRACTOR SHALL ACQUIRE APPLICABLE PERMITS FROM LOCAL AGENCIES FOR ANY

MODIFICATIONS TO THE STAGING AREA, SUCH AS SECURITY FENCING, GRADING AND DRAINAGE, OR INSTALLING UTILITIES SUCH AS WATER, SEWER, AND POWER. STAGING AREA, ACCESS

ROADS, AND OTHER AREAS USED BY THE CONTRACTOR SHALL BE RETURNED TO ITS ORIGINAL

CONDITION AFTER THE CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT, TRAILERS, ETC. ARE REMOVED OFF THE AIRPORT PROPERTY. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE

BID UNIT PRICE FOR MOBILIZATION.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING HIS/HER OWN UTILITIES, TEMPORARY

FENCING, LIGHTING, AND OTHER ITEMS NECESSARY FOR THE STAGING AREA. THE COST FOR

TEMPORARY UTILITIES AND LIGHTING SHALL BE INCLUDED IN THE BID UNIT PRICE FOR

MOBILIZATION.

7. CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR STOCKPILE AND STAGING AREAS,

EQUIPMENT, AND MATERIALS THAT ARE LOCATED ON AIRPORT PROPERTY.

8. TEMPORARY ROADS, HAUL ROADS, TRAFFIC AND WORK AREAS SHALL BE STABILIZED WITH DUST

PALLIATIVE, PENETRATION ASPHALT, WOOD CHIPS, OR OTHER APPROVED MEASURES TO

PREVENT DUST POLLUTION.

0' 500'250'

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AIRSPACE PROTECTION

PLAN

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

150' RUNWAY

500' RSA

NOTES:

1. CONTRACTOR SHALL PARK ALL EQUIPMENT AND VEHICLES OUTSIDE THE OBJECT FREE AREA WHEN

RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS.

2. CONTRACTOR SHALL KEEP ALL PERSONNEL AND EQUIPMENT OUTSIDE THE RUNWAY SAFETY AREA (RSA), UNLESS APPROVED BY THE ENGINEER, WHEN RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS.

800' ROFA

RUNWAY 18-36

RUNWAY SAFETY AREA AND OBJECT FREE AREA

CENTERLINE OF RUNWAY

150' RUNWAY

400' OFZ

NOTES:

1. CONTRACTOR SHALL PARK ALL EQUIPMENT AND VEHICLES OUTSIDE THE OBJECT FREE AREA WHEN

RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS.

2. CONTRACTOR SHALL KEEP ALL PERSONNEL AND EQUIPMENT OUTSIDE THE OBSTACLE FREE ZONE (OFZ), UNLESS APPROVED BY THE ENGINEER, WHEN RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS.

800' ROFA

RUNWAY 4-22

RUNWAY SAFETY AREA AND OBJECT FREE AREA

CENTERLINE OF RUNWAY

NOTES:

1. NO OBJECT SHALL PENETRATE PART 77 SURFACES WHEN THE RUNWAY IS OPEN FOR AIRCRAFT OPERATIONS UNLESS PRIOR FAA APPROVAL IS OBTAINED.

2. THE OWNER WILL SUBMIT AN AIRSPACE CHECKLIST (FORM 7460-1) TO THE FAA 30 DAYS PRIOR TO NOTICE-TO-PROCEED WITH CONSTRUCTION INDICATING

THE TYPE AND HEIGHT OF TEMPORARY EQUIPMENT THE CONTRACTOR WILL USE OR STORE IN THE AOA. THE CONTRACTOR SHALL PROVIDE THIS

INFORMATION TO THE OWNER AT LEAST 60 DAYS PRIOR TO NOTICE-TO-PROCEED.

3. 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 IN THE AOA. THE CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE OWNER

AT LEAST 75 DAYS PRIOR TO USE.

4. FAA APPROVAL FOR SPECIALTY EQUIPMENT WILL NOT BE REQUIRED IF THE EQUIPMENT IS USED WHEN THE AIRPORT IS CLOSED.

1000' (PRIMARY SURFACE)

RUNWAY 18-36

FAR PART 77 IMAGINARY SURFACES

CENTERLINE OF RUNWAY

HORIZONTAL SURFACE ELEVATION = 160.5'

ESTABLISHED AIRPORT

ELEV.=10.5'

PRIMARY SURFACE (PS)

ELEV.= RUNWAY

CENTERLINE ELEVATION

N.T.S.

N.T.S.

N.T.S.

150' RSA

C005

SAFETY AND SECURITY

NOTES

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

AIR OPERATIONS AREA (AOA) - ALL AIRPORT AREAS WHERE AIRCRAFT CAN OPERATE, EITHER UNDER THEIR OWN POWER OR WHILE IN TOW. AIR OPERATIONS AREAS INCLUDE: RUNWAYS, TAXIWAYS, AND

APRON AREAS.

FEDERAL AVIATION ADMINISTRATION (FAA) - THE DIVISION OF THE DEPARTMENT OF TRANSPORTATION THAT INSPECTS AND RATES CIVILIAN AIRCRAFT AND PILOTS, ENFORCES THE RULES OF AIR SAFETY, AND

MAINTAINS AIR-NAVIGATION AND TRAFFIC-CONTROL FACILITIES.

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) - A DECENTRALIZED AGENCY CHARGED WITH THE ESTABLISHMENT, MAINTENANCE, AND REGULATION OF PUBLIC TRANSPORTATION IN THE STATE OF

FLORIDA.

MEAN SEA LEVEL (MSL) - THE SEA LEVEL HALFWAY BETWEEN THE MEAN LEVELS OF HIGH AND LOW

WATER (TIDE).

FOREIGN OBJECT DEBRIS (FOD) - A SUBSTANCE, DEBRIS OR ARTICLE ALIEN TO THE VEHICLE OR SYSTEM

WHICH WOULD POTENTIALLY CAUSE DAMAGE.

NOTICE TO AIRMEN (NOTAM) - A WRITTEN NOTIFICATION ISSUED TO PILOTS BEFORE A FLIGHT, ADVISING

THEM OF CIRCUMSTANCES RELATING TO THE STATE OF FLYING.

OBJECT FREE AREA (OFA) - AN AREA ON THE GROUND CENTERED ON THE RUNWAY, TAXIWAY, OR TAXILANE CENTERLINE PROVIDED TO ENHANCE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE AREA FREE OF OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED TO BE LOCATED IN THE OFA FOR AIR

NAVIGATION OR AIRCRAFT GROUND MANEUVERING PURPOSES.

OBSTACLE-FREE ZONE (OFZ) - THE AIRSPACE BELOW 150 FEET (45M) ABOVE THE ESTABLISHED AIRPORT ELEVATION AND ALONG THE RUNWAY AND EXTENDED RUNWAY CENTERLINE THAT IS REQUIRED TO BE CLEAR OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL NAVAIDS THAT NEED TO BE LOCATED IN THE OFZ BECAUSE OF THEIR FUNCTION, IN ORDER TO PROVIDE CLEARANCE PROTECTION FOR AIRCRAFT

LANDING OR TAKING OFF FROM THE RUNWAY AND FOR MISSED APPROACHES.

PART 77 SURFACES - IMAGINARY SURFACES WITH THE PRIMARY SURFACES CENTERED ALONG THE RUNWAY CENTERLINE PLUS TRANSITIONAL SURFACES THAT LIMIT THE HEIGHTS OF OBSTRUCTIONS, INCLUDING CONSTRUCTION EQUIPMENT.

RUNWAY PROTECTION ZONE (RPZ) - AN AREA OFF THE RUNWAY END TO ENHANCE THE PROTECTION OF

PEOPLE AND PROPERTY ON THE GROUND.

RUNWAY OBJECT FREE AREA (ROFA) - AN AREA ON THE GROUND CENTERED ON A RUNWAY,

CENTERLINE PROVIDED TO ENHANCE THE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE AREA FREE OF OBJECTS, EXCEPT FOR OBJECTS THAT NEED TO BE LOCATED IN THE OFA FOR AIR NAVIGATION

OR AIRCRAFT GROUND MANEUVERING PURPOSES.

RUNWAY SAFETY AREA (RSA) - A DEFINED SURFACE SURROUNDING THE RUNWAY PREPARED OR

SUITABLE FOR REDUCING THE RISK OF DAMAGE TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, OVERSHOOT OR EXCURSION FROM THE RUNWAY.

TAXIWAY OBJECT FREE AREA (TOFA) - AN AREA ON THE GROUND CENTERED ON A TAXIWAY OR

TAXILANE CENTERLINE PROVIDED TO ENHANCE THE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE AREA FREE OF OBJECTS, EXCEPT FOR OBJECTS THAT NEED TO BE LOCATED IN THE OFA FOR AIR

NAVIGATION OR AIRCRAFT GROUND MANEUVERING PURPOSES.

TAXIWAY SAFETY AREA (TSA) - A DEFINED SURFACE ALONGSIDE THE TAXIWAY PREPARED OR SUITABLE FOR REDUCING THE RISK OF DAMAGE TO AN AIRPLANE UNINTENTIONALLY DEPARTING THE TAXIWAY.

THRESHOLD - THE BEGINNING OF THAT PORTION OF THE RUNWAY AVAILABLE FOR LANDING. IN SOME

INSTANCES, THE LANDING THRESHOLD MAY BE DISPLACED.

DEFINITIONS:

SAFETY NOTES:

1. THE 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).

2. THE CONTRACTOR SHALL COMPLY WITH THE SAFETY 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 PROVIDE A POINT OF CONTACT WHO WILL COORDINATE AN

IMMEDIATE RESPONSE TO CORRECT ANY CONSTRUCTION-RELATED ACTIVITY THAT MAY

ADVERSELY AFFECT THE OPERATIONAL SAFETY OF THE AIRPORT.

4. THE CONTRACTOR SHALL PROVIDE A SAFETY OFFICER/CONSTRUCTION INSPECTOR FAMILIAR

WITH AIRPORT SAFETY TO MONITOR CONSTRUCTION ACTIVITIES.

5. THE CONTRACTOR SHALL RESTRICT MOVEMENT OF CONSTRUCTION VEHICLES TO

CONSTRUCTION AREAS BY FLAGGING AND BARRICADING OR ERECTING TEMPORARY FENCING,

AS APPROPRIATE.

6. THE CONTRACTOR SHALL ENSURE THAT NO EMPLOYEES, EMPLOYEES OF

SUBCONTRACTORS/SUPPLIERS, OR OTHER PERSONS ENTER ANY PART OF THE AOA FROM THE

CONSTRUCTION SITE UNLESS AUTHORIZED.

7. THE CONTRACTORS EMPLOYEES SHALL PARK AND SERVICE ALL CONSTRUCTION VEHICLES IN

AN AREA DESIGNATED BY THE OAR OUTSIDE THE RUNWAY SAFETY AREAS (RSA) AND

OBSTACLE FREE ZONE (OFZ) AND NEVER ON A CLOSED TAXIWAY OR RUNWAY. EMPLOYEES

SHALL ALSO PARK CONSTRUCTION VEHICLES OUTSIDE THE OBJECT FREE AREA (OFA) WHEN

NOT IN USE BY CONSTRUCTION PERSONNEL (E.G., OVERNIGHT, ON WEEKENDS, OR DURING

OTHER PERIODS WHEN CONSTRUCTION IS NOT ACTIVE).

8. CONTRACTOR PERSONNEL ENGAGED IN ACTIVITIES INVOLVING UNESCORTED OPERATION ON

AIRCRAFT MOVEMENT AREAS SHALL OBSERVE THE PROPER PROCEDURES FOR

COMMUNICATIONS AND SHALL MONITOR ATC COMMUNICATIONS.

9. NO CONSTRUCTION MAY OCCUR CLOSER THAN 250 FEET FROM THE RUNWAY CENTERLINE

UNLESS THE RUNWAY IS CLOSED OR RESTRICTED TO AIRCRAFT OPERATIONS REQUIRING AN

RSA THAT IS EQUAL TO THE RSA WIDTH AVAILABLE DURING CONSTRUCTION.

10. CONTRACTOR SHALL PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE

CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, AS APPROVED BY THE OAR, AND LIGHT

THEM WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS.

11. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN 250 FEET OF THE RUNWAY

CENTERLINE AND AT LEAST THE EXISTING RSA DISTANCE FROM THE RUNWAY THRESHOLD

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.

12. EXCAVATIONS AND OPEN TRENCHES ARE NOT PERMITTED WITHIN THE TSA OF A TAXIWAY AND

APRON PAVEMENT.

13. CONTRACTOR SHALL SEPARATE THE CONSTRUCTION SITE AND NON-MOVEMENT AREAS IN

WHICH NO PART OF AN AIRCRAFT MAY ENTER BY USING 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 (SEE

DETAILS ON SHEET C006).

14. STOCKPILED MATERIALS AND EQUIPMENT STORAGE ARE NOT PERMITTED WITHIN THE RSA

AND OFZ OF AN OPERATIONAL RUNWAY. 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.

15. CONTRACTOR MAY NOT USE OPEN-FLAME WELDING OR TORCHES UNLESS ADEQUATE FIRE

SAFETY PRECAUTIONS ARE PROVIDED AND THE OAR HAS APPROVED THEIR USE.

16. WASTE AND LOOSE MATERIALS, COMMONLY REFERRED TO AS FOD, ARE CAPABLE OF CAUSING

DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS, AND JET ENGINES. CONTRACTOR

SHALL NOT LEAVE OR PLACE FOD ON OR NEAR ACTIVE AIRCRAFT MOVEMENT AREAS.

MATERIALS TRACKED ONTO THESE AREAS MUST BE CONTINUOUSLY REMOVED DURING

CONSTRUCTION. CONTRACTOR SHALL ALSO CAREFULLY CONTROL AND CONTINUOUSLY

REMOVE WASTE OR LOOSE MATERIALS THAT MIGHT ATTRACT WILDLIFE.

17. CONTRACTOR SHALL NOT CONDUCT ANY CONSTRUCTION ACTIVITY WITHIN NAVIGATIONAL

AID RESTRICTED 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, PAPI'S, ETC. SUCH RESTRICTED AREAS ARE DEPICTED ON CONSTRUCTION PLANS.

18. ALL CONTRACTOR EQUIPMENT OPERATING IN THE AOA SHALL BE IDENTIFIED BY A

THREE-FOOT (3') SQUARE ORANGE AND WHITE FLAG. WHENEVER SUCH VEHICLES AND

EQUIPMENT ARE OPERATING ON 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. THE BEACON LIGHT SHALL PROVIDE:

19. NO CRANE SHALL BE ALLOWED ON THE WORK SITE UNTIL THE EQUIPMENT AND ITS

INTENDED OPERATION ARE APPROVED BY THE OAR. THE CONTRACTOR SHALL PROVIDE

THE OAR WITH NOT LESS THAN 72-HOUR ADVANCE WRITTEN NOTICE REQUESTING CRANE

ACCESS TO THE AOA.

20. WHEN ACCESS IS APPROVED BY THE OAR, THE TIP OF THE CRANE BOOM SHALL BE

IDENTIFIED BY THE ORANGE AND WHITE FLAG AND BY RED OBSTRUCTION LIGHTS,

CONFORMING TO FAA REQUIREMENTS.

21. CONTRACTOR SHALL HAVE RADIOS ON SITE AT ALL TIMES TO COMMUNICATE WITH THE AIR

TRAFFIC CONTROL TOWER AND MONITOR AIRCRAFT ACTIVITIES. COST FOR RADIOS ARE

INCIDENTAL TO MOBILIZATION.

22. DURING PERIODS OF SEVERE WEATHER CONDITIONS OR OTHER OPERATIONAL

EMERGENCIES, THE OAR MAY DIRECT THE CONTRACTOR TO RELINQUISH AREAS UNDER

CONSTRUCTION AND TO PREPARE THE AREAS FOR AIRCRAFT OPERATIONS. IN THIS EVENT

THE OAR WILL SO DIRECT THE CONTRACTOR TO EVACUATE THE AREA AND THE OAR WILL

SPECIFY THE LIMITS OF THE AREA TO BE EVACUATED, THE TERM OF EVACUATION AND THE

CONDITIONS GOVERNING THE RESTORATION WORK NECESSARY TO PREPARE THE AREA

FOR AIRCRAFT OPERATION. THE CONTRACTOR SHALL PROMPTLY AND FULLY COMPLY

WITH THE OAR'S DIRECTIVE. SHOULD THE DIRECTIVE ENTAIL EXTRA WORK UNDER THE

CONTRACT, AS DETERMINED BY THE OAR, THE CONTRACTOR WILL BE REIMBURSED FOR

SUCH EXTRA WORK. SHOULD THE DIRECTIVE ENTAIL A DELAY IN THE COMPLETION OF THE

CONTRACT OR ANY DEFINED SUBDIVISION OF THE CONTRACT, AS DETERMINED BY THE

OAR, THE CONTRACTOR MAY BE GRANTED AN EXTENSION OF TIME.

23. VEHICULAR TRAFFIC SHALL NOT CROSS ACTIVE AIRCRAFT MOVEMENT AREAS (RUNWAYS,

TAXIWAYS OR AIRCRAFT PARKING APRON).

24. 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.

25. ALL ACCIDENTS CAUSING PERSONAL INJURY OR PROPERTY DAMAGE SHALL BE REPORTED

TO THE OAR IMMEDIATELY. THE CONTRACTOR(S) SHALL PROVIDE, AT THE SITE, SUCH

EQUIPMENT AND MEDICAL FACILITIES AS ARE NECESSARY TO SUPPLY FIRST AID SERVICE

TO ANYONE WHO MAY BE INJURED IN CONNECTION WITH THE PERFORMANCE OF THE

WORK, WHETHER ON OR ADJACENT TO THE SITE. IN ADDITION, IF DEATH OR SERIOUS

INJURIES OR SERIOUS DAMAGES ARE CAUSED, THE ACCIDENT SHALL BE REPORTED

IMMEDIATELY BY TELEPHONE TO 911 DISPATCH.

26. THE CONTRACTOR'S EMPLOYEES, MUST HAVE A VALID GOVERNMENTAL IDENTIFICATION

ON THEIR PERSON AT ALL TIMES. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL

RESULT IN THE EMPLOYEE BEING ESCORTED OFF THE AOA AND FINES MAY BE IMPOSED

AT THE CONTRACTOR'S EXPENSE.

27. ANY DELAY IN CONSTRUCTION OF PROJECT DUE TO VIOLATION OF FEDERAL AND/OR

AIRPORT REGULATIONS SHALL BE ABSORBED BY THE CONTRACTOR.

28. CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING TAXIWAY OR RAMPS,

OTHER THAN WHAT IS SPECIFICALLY AUTHORIZED BY THE OAR.

29. CONTRACTOR IS REQUIRED TO MAINTAIN A POWER SWEEPER AND VACUUM TRUCK ON

SITE AT ALL TIMES; AND SHALL CLEAN ALL WORK AREAS, HAUL ROUTES AND OTHER

AIRPORT PAVEMENT AREAS CONTAINING DEBRIS AS A RESULT OF CONTRACTOR'S

OPERATIONS.

30. 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 MUST FILE THE CONTACT PERSON'S NAME WITH THE OAR.

31. CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOUR CONTACT

LIST) WHICH IDENTIFIES THE PROJECT MANAGER AND ALL SUBCONTRACTOR

SUPERVISORS/LEADS.

· THREE HUNDRED AND SIXTY (360) DEGREE AZIMUTH COVERAGE.

· EFFECTIVE INTENSITY IN THE HORIZONTAL PLANE NOT LESS THAN

FORTY (40) OR MORE THAN FOUR HUNDRED (400) CANDELAS.

· BEAM SPREAD MEASURED TO ONE-TENTH (1/10) PEAK INTENSITY

EXTENDING FROM TEN (10) DEGREES TO FIFTEEN (15) DEGREES ABOVE

THE HORIZONTAL.

· SIXTY (60) TO NINETY (90) FLASHES PER MINUTE.

· FAA ADVISORY CIRCULAR AC 150/5370-2G, "OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION"

· FAA ADVISORY CIRCULAR AC 150/5210-5D, "PAINTING, MARKING AND

LIGHTING OF VEHICLES USED ON AN AIRPORT"

· CODE OF FEDERAL REGULATIONS, 14 CFR PART 77, "SAFE, EFFICIENT

USE, AND PRESERVATION OF THE NAVIGABLE AIRSPACE"

· FAA ADVISORY CIRCULAR AC 150/5210-24A, "AIRPORT FOREIGN OBJECT

DEBRIS (FOD) MANAGEMENT"

· FAA ADVISORY CIRCULAR AC 150/5200-18D, "AIRPORT SAFETY

SELF-INSPECTION"

SECURITY NOTES:

1. IN ACCORDANCE WITH THE CONSTRUCTION PHASING PLANS, THE CONTRACTOR SHALL MAINTAIN, AT

ALL TIMES, A SECURE AIR OPERATIONS AREA (AOA).

2. THE CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO OTHER ACCESS

POINTS SHALL BE ALLOWED UNLESS APPROVED BY THE OWNER. ALL CONTRACTOR TRAFFIC

AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE

VARIOUS CONSTRUCTION AREAS ON AIRPORT PROPERTY.

3. THE CONTRACTOR ACCESS GATE DESIGNATED FOR USE MAY BE UTILIZED BY OTHER CONTRACTORS OR BY AIRPORT STAFF DURING THIS PROJECT. THE CONTRACTOR IS REQUIRED TO COORDINATE ACCESS WITH ALL PARTIES. FOR THE MANUAL LIFT GATE, THE CONTRACTOR SHALL INTERLOCK (DAISY CHAIN) HIS/HER OWN PADLOCK AND CHAIN TO THE EXISTING AIRPORT LOCK SO THAT THE GATE CAN BE OPENED BY EITHER PARTY. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO COPIES OF THE NEW CONTRACTOR PADLOCK KEYS. COSTS OF PROVIDING KEYS, LOCK, AND CHAINS SHALL BE INCLUDED IN THE CONTRACTORS BID UNIT PRICE FOR “SAFETY, SECURITY, AND MAINTENANCE

OF AIRFIELD OPERATIONS”.

4. ALL ACCESS GATES SHALL BE NORMALLY CLOSED AND SECURED DURING CONSTRUCTION AS WELL AS MANNED AT ALL TIMES WHILE THE GATE IS OPEN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS CONDUCTED IN A SAFE AND SECURE MANNER AND IS IN COMPLIANCE WITH THE

CSPP.

C006

SAFETY AND SECURITY

DETAILS

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

BARRICADE NOTES

FRONT VIEW SIDE VIEW

BARRICADE SPACING

8'-0" (TYP.) 8'-0" (TYP.)4'-0" (MAX.)

8'-0" (TYP.)

6"

6"

1. BARRICADES SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS, TO PROTECT THE WORK AREA, OR AS DIRECTED BY OAR. EACH BARRICADE IS TO REMAIN IN PLACE FOR THE DURATION OF THE PHASE, AS INDICATED ON DRAWING C007. BARRICADES SHALL BE INSTALLED AT THE BEGINNING OF EACH PHASE AND REMAIN IN PLACE THROUGHOUT THE PHASE. IF THE CONTRACTOR REQUIRES TEMPORARY REMOVAL OF THE BARRICADES (TO ALLOW CONSTRUCTION TRAFFIC INTO OR OUT OF THE CONSTRUCTION AREA OR TO COMPLETE CONSTRUCTION AT THE PHASE BOUNDARY); THE CONTRACTOR SHALL PROVIDE A FLAGMAN TO PREVENT AIRCRAFT, VEHICLE, OR EQUIPMENT FROM INADVERTENTLY TRAVELING INTO THE CONSTRUCTION AREA UNTIL THE BARRICADE IS REPLACED IN ITS ORIGINAL LOCATION.

2. LOW PROFILE BARRICADES SHALL CONFORM TO FAA AC 150/5340-1M AND 150/5370-2G SPECIFICATIONS. BARRICADE SEGMENTS MAY BE LOCKED CONTINUALLY OR AT OWNERS DISCRETION OPTIONALLY SPACED WITH A 4' MAX. GAP. SHOULD INTERNAL WATER OR SAND BALLAST NOT PROVIDE ADEQUATE STABILIZATION, BARRICADES SHALL BE WEIGHTED

DOWN WITH SANDBAGS TO PREVENT MOVEMENT FROM PROP WASH OR JET BLAST.

3. ALL BARRICADES SHALL DELINEATE THE AREA TO BE PROTECTED AND THE BARRICADE LINE SHALL EXTEND TO THE EDGES OF PAVEMENT OR AS DIRECTED BY OAR.

4. LOW PROFILE BARRICADES WILL BE FURNISHED BY THE AIRPORT. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL LOW-PROFILE BARRICADES AS DIRECTED BY OAR. COST ASSOCIATED WITH MAINTAINING THE LOW-PROFILE BARRICADES SHALL BE INCLUDED IN THE SAFETY, SECURITY AND

MAINTENANCE OF AIRFIELD OPERATIONS PAY ITEM P-102-1.

5. ALL STEADY BURN LOW PROFILE BARRICADE LIGHTS MUST REMAIN OPERABLE DURING PERIODS OF LOW VISIBILITY AND DARKNESS.

6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MAINTENANCE OF BARRICADES INCLUDING LIGHTS DURING CONSTRUCTION. ALL LIGHTS SHALL BE KEPT IN OPERABLE CONDITION. SANDBAGS SHALL BE REPLACED WHEN EXHIBITING SIGNS OF DISINTEGRATION AND ANY LOOSE SAND FROM THE BAGS SHALL BE REMOVED FROM THE

PAVEMENT SURFACE.

7. DETAIL OF LOW PROFILE BARRICADE SHOWN AS AN EXAMPLE. OTHER DETAILS OF LOW PROFILE BARRICADES (E.G. HALVED PVC PIPE) MAY BE APPROVED BY OAR.

LOW-PROFILE BARRICADE

ISOMETRIC VIEW

1. THE AIRPORT WILL FURNISH PORTABLE LIGHTED RUNWAY CLOSURE MARKERS FOR USE

DURING THIS CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE,

REFUELING, PROPER OPERATION, AND PLACEMENT OF THE LIGHTED X’S DURING THE LIFE OF

THE CONTRACT. COST ASSOCIATED WITH MAINTENANCE, REFUELING, PROPER OPERATION,

AND PLACEMENT OF THE LIGHTED X’S DURING THE LIFE OF THE CONTRACT SHALL BE

CONSIDERED INCIDENTAL SAFETY SECURITY AND MAINTENANCE OF AIRFIELD OPERATIONS

PAY ITEM P-102-1. THE LIGHTED X’S SHALL BE RELINQUISHED TO THE AIRPORT UNDAMAGED

AND IN A CONDITION AS RECEIVED BY THE CONTRACTOR.

2. PORTABLE RUNWAY CLOSURE DEVICES SHALL CONFORM TO FAA AC150/5340-1M,

150/5345-55B, AND 150/5270-2G SPECIFICATIONS.

3. TWO (2) PORTABLE RUNWAY CLOSURE DEVICES REQUIRED FOR USE DURING THIS

CONTRACT WILL BE PROVIDED TO THE CONTRACTOR BY THE OWNER.

4. THE CONTRACTOR SHALL COORDINATE WITH THE OAR FOR RUNWAY CLOSURE PERIODS.

THE OAR SHALL BE NOTIFIED A MINIMUM OF 72 HOURS (BUSINESS DAYS) PRIOR TO THE

INTENDED RUNWAY CLOSURE. AT NO TIME SHALL THE CONTRACTOR BEGIN WORK WITHIN

THE RSA WITHOUT PRIOR CONFIRMATION FROM THE CM THAT THE RUNWAY HAS BEEN

CLOSED.

5. DURING RUNWAY CLOSURE PERIODS, THE CONTRACTOR SHALL COORDINATE WITH THE OAR

PRIOR TO PLACING THE AIRPORT FURNISHED PORTABLE LIGHTED RUNWAY CLOSURE

DEVICES. THE CONTRACTOR SHALL PLACE, ERECT, START AND STOP THE CLOSURE DEVICES.

PORTABLE RUNWAY CLOSURE DEVICE NOTES

RUNWAY CENTERLINE

STANDARD SELF-POWERED

3-WAY 6 VOLT BARRICADE

LIGHT WITH RED LENS

3'

3'

AVIATION ORANGE

AVIATION WHITE

NOTE:

1. ALL VEHICLES SHALL BE EQUIPPED

WITH A FLAG WHILE IN THE AOA

2. SEE SAFETY NOTES FOR

CONSTRUCTION SAFETY FLAG

MOUNTING LOCATION REQUIREMENT

N.T.S.3 CONSTRUCTION SAFETY FLAG

N.T.S.1 LOW-PROFILE BARRICADE DETAIL

N.T.S.2 PORTABLE RUNWAY CLOSURE DEVICE (LIGHTED X)

PLASTIC ORANGE MOLDED BODY WITH

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CONSTRUCTION

HAUL ROUTE (TYP.)

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CONSTRUCTION STAGE AREA

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ROFA

ROFA

ROFA

ROFA

ROFA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSA

ROFA

CONSTRUCTION STAGE AREA

CONSTRUCTION HAUL ROUTE (TYP.)

LIGHTED RUNWAY

CLOSURE MARKER (TYP.)

EXACT LOCATION TO BE

DETERMINED IN FIELD BY

OAR. SEE DETAIL ON

SHEET C006.

LIGHTED RUNWAY CLOSURE MARKER (TYP.)

EXACT LOCATION TO BE DETERMINED IN

FIELD BY OAR. SEE DETAIL ON SHEET C006.

LIGHTED RUNWAY CLOSURE

MARKER AT END RUNWAY 18 1

PHASE 2

LOW PROFILE BARRICADE

PHASE 1

LOW PROFILE BARRICADE (TYP.)

C007

CONSTRUCTION PHASING

AND SAFETY PLAN

CLIENT

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

EXISTING PAVEMENT

PHASE 1 AREA

PHASE 2 AREA

EXISTING RUNWAY OBJECT FREE AREA

EXISTING RUNWAY SAFETY AREA

HAUL ROUTES/CONSTRUCTION ACCESS

LOW PROFILE BARRICADE

LEGEND

1 2

RSA RSA

ROFA ROFA

0' 600'300'

PHASING TABLE

PHASE DESCRIPTION: DURATION: AFFECTED FACILITIES:

N/A MOBILIZATION. 30 CONSECUTIVE

CALENDAR DAYS

THIS PERIOD INCLUDES SHOP DRAWING SUBMITTALS, APPROVALS,

PROCUREMENT OF MATERIALS, PERMITS, AND INSTALLATION OF TEMPORARY

TRAFFIC CONTROL DEVICES. THE TRAFFIC PATTERN WILL NOT BE IMPACTED

DURING THE MOBILIZATION PERIOD.

PHASE 1

THIS PHASE INCLUDES MILLING 3” OF

EXISTING ASPHALT, APPLICATION OF

TACK COAT, INSTALLATION OF 3” OF

NEW ASPHALT MIX PAVEMENT IN ONE (1)

LIFT (P-401), AND INSTALLATION OF

TEMPORARY PAVEMENT MARKINGS AS

SHOWN ON THE PLANS.

5 CONSECUTIVE

CALENDAR DAYS

TAXIWAYS A5 AND A6 WILL BE CLOSED DAILY TO AIRCRAFT TRAFFIC FOR THE

DURATION OF THIS PHASE. RUNWAY 18-36 WILL BE CLOSED TO AIRCRAFT TRAFFIC

DURING THE HOURS OF 10:00 PM TO 6:00 AM FOR THE DURATION OF THIS PHASE.

ACCESS TO SIGNATURE AVIATION’S RAMP WILL BE VIA TAXIWAYS A4 AND A7.

CONTRACTOR SHALL INSTALL BARRICADES AND PORTABLE LIGHTED RUNWAY

CLOSURE MARKERS AS SHOWN ON THE PLANS.

PHASE 2

THIS PHASE INCLUDES MILLING 3” OF

EXISTING ASPHALT, APPLICATION OF

TACK COAT, INSTALLATION OF 3” OF

NEW ASPHALT MIX PAVEMENT IN ONE (1)

LIFT (P-401), AND INSTALLATION OF

TEMPORARY PAVEMENT MARKINGS AS

SHOWN ON THE PLANS.

3 CONSECUTIVE

CALENDAR DAYS

TAXIWAY G1 WILL BE CLOSED DAILY TO AIRCRAFT TRAFFIC FOR THE DURATION

OF THIS PHASE. RUNWAY 4-22 WILL BE CLOSED TO AIRCRAFT TRAFFIC DURING

THE HOURS OF 10:00 PM TO 6:00 AM FOR THE DURATION OF THIS PHASE.

CONTRACTOR SHALL INSTALL BARRICADES AND PORTABLE LIGHTED RUNWAY

CLOSURE MARKERS AS SHOWN ON THE PLANS.

N/A ASPHALT PAVEMENT CURE PERIOD AND

CLOSE-OUT

30 CONSECUTIVE

CALENDAR DAYS NO INTERRUPTION TO AIRCRAFT ACCESS DURING THIS PHASE.

PHASE 3 PAVEMENT MARKINGS 2 CONSECUTIVE

CALENDAR DAYS

PERIODIC INTERRUPTION TO AIRCRAFT UTILIZING TAXIWAYS, A5, A6, G1, AND

TAXIWAY A FROM TAXIWAY A5 TO A6 WILL BE IN EFFECT DURING THE HOURS OF

10:00 PM TO 6:00 AM.

GENERAL PHASING NOTES:

1. AT LEAST ONE RUNWAY MUST BE OPEN TO AIRCRAFT AT ALL TIMES.

2. ANY PHASE MAY BE PERFORMED AT NIGHT-TIME, SUBJECT TO PRIOR WRITTEN PERMISSION FROM THE AIRPORT.

3. PHASE SUBJECT TO CHANGE DURING CONSTRUCTION DUE TO SCHEDULED OPERATIONS ON THE AIRFIELD, OR OTHER OPERATIONAL

REQUIREMENTS OF THE AIRPORT.

4. ALL OTHER TAXIWAYS, TAXILANES, AND CONNECTOR TAXIWAYS SHALL REMAIN OPEN, EXCEPT AS SHOWN ON THESE PLANS.

5. THE CONTRACTOR SHALL USE THE ACCESS/HAUL ROUTES AS IDENTIFIED.

6. CONTRACTOR'S QUALIFIED AND BADGED PERSONNEL SHALL MONITOR ATCT GROUND FREQUENCIES AT ALL TIMES DURING CONSTRUCTION TO BE AWARE OF AIRCRAFT OPERATIONS AROUND THE AIRFIELD AND THE WORK AREA.

7. THE CONTRACTOR SHALL NOTIFY THE AIRPORT OPERATIONS SUPERVISOR BY PHONE PRIOR TO ENTERING THE WORK AREA AT THE BEGINNING OF EACH WORK DAY AND WHEN DEPARTING THE WORK AREA AT THE END OF EACH DAY.

8. ANY NIGHT WORK REQUIRED MUST BE PROVIDED TO THE OAR WITH MINIMUM 72 HOURS ADVANCE NOTICE, IN ORDER TO ISSUE THE

APPROPRIATE NOTICES TO AIRMEN (NOTAMS).

10. AIRPORT PERSONNEL WILL BE RESPONSIBLE FOR PROVIDING THE LIGHTED X'S AND THE LOW-PROFILE BARRICADES. THE CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING THE BARRICADES FROM THE MAINTENANCE FACILITY, PLACING THEM AS SHOWN, THEN RETURNING THEM TO THE MAINTENANCE FACILITY AT THE END OF THE SHIFT OR AS DIRECTED BY THE OWNER.

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FH

FH

C008

TYPICAL SECTION AND

DETAILS

CLIENT

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

N.T.S.1 ASPHALT PAVEMENT MILL/OVERLAY SECTION (TYP)

EXISTING DEMOLITION

EXISTING

BASE COURSE

EXISTING

ASPHALT PAVEMENT

EXISTING

SUBGRADE

3/8" SAW CUT

3/ 8"

EXISTING ASPHALT

PAVEMENT

BITUMINOUS TACK COAT

ALONG JOINT AT ALL TIE-IN LOCATIONS

NEW ASPHALT PAVEMENT

DOW CORNING 890-SL SELF

LEVELING SILICONE JOINT

SEALANT OR APPROVED EQUAL

N.T.S.2 AC-AC JOINT SEAL

EXISTING

BASE COURSE

MILL 3" EXISTING

ASPHALT PAVEMENT

EXISTING

SUBGRADE

3" N

O M

IN

AL

NEW

EXISTING

BASE COURSE

3” ASPHALT MIX PAVEMENT

PLACED IN ONE LIFT (FAA P-401)

EXISTING

SUBGRADE

TACK COAT (FAA P-603)

STEEL 1.33 LBS/FT MIN.) POST OPTIONS: WOOD 2"X4" OR 2 1/2" DIA.

EROSION/TURBIDITY CONTROL NOTES

1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION

THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS.

DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF

CONDITIONS WARRANT.

3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO THE WETLANDS SHALL BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE

SPECIFICATIONS.

4. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN WETLANDS OR NEARBY AREAS SUBJECT TO WASH AWAY

BY HIGH WATER OR RUNOFF.

5. WHERE PUMPS ARE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE BUT ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL

MEETS STATE WATER QUALITY STANDARDS.

6. THE CONTRACTOR SHALL SCHEDULE HIS/HER OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODABLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED SUCH THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.

7. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS

COMPLETE AND ALL ALTERED SOILS ARE STABILIZED.

8. THE CONTRACTOR SHALL REGULARLY INSPECT DITCHES ADJACENT TO CONSTRUCTION AREAS AND CLEAN AND DE-SILT DITCH BOTTOMS AS NECESSARY

THROUGH CONSTRUCTION.

9. INLET AND PIPE PROTECTION MEASURES DEPICTED SHALL BE INSTALLED FOR BOTH THE EXISTING AND PROPOSED DRAINAGE FEATURES. THE CONTRACTOR SHALL DE-SILT ANY PIPE AT THE CONCLUSION OF THE CONSTRUCTION THAT MAY HAVE BECOME CLOGGED DUE TO CONSTRUCTION ACTIVITIES.

NOTES:

FOR EACH END POST, FABRIC SHALL BE FOLDED AROUND TWO (2)

POSTS ONE (1) FULL TURN AND SECURED WITH FOUR (4) STAPLES.

N.T.S.3 SILT FENCE

OPTIONAL POST POSITIONS

VE

R

TI

C

AL

POST OPTIONS:

SOFTWOOD 2½" DIA.

SOFTWOOD 2" x 4" HARDWOOD 1½" x 1½"

STEEL 1.33 LBS./FT.

3' O

R M

O R

E

6' MAX.

" T

O

8"

"M

IN

8"

FILTER

FABRIC

FILTER

FABRIC

SILT FLOW

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

20°

BACKFILL

6"X6" ANCHOR TRENCH

ELEVATION SECTION

3" MILL EXISTING ASPHALT PAVEMENT

(24,785 sq.ft.) (TAXIWAY G1) (BASE BID)

RUNWAY 04-22

TAXIWAY G

SF

SF

SF

SF

SF

SF

SF

SF

SF

SILT FENCE (TYP.)

RUNWAY 18-36

TAXIWAY A

RAMP

TAXIWAY A

TAXIW

AY A5

3" MILLING EXISTING ASPHALT PAVEMENT

(15,243 sq.ft.) (TAXIWAY A) (ADDITIVE BID)

3" MILLING EXISTING

ASPHALT PAVEMENT

(38,543 sq.ft.) (TAXIWAY A6)

(BASE BID)

3" MILLING EXISTING ASPHALT PAVEMENT

(39,991 sq.ft.) (TAXIWAY A) (BASE BID)

C009

DEMOLITION PLAN

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FLORIDA 33607

REVISIONS

MARK DESCRIPTION DATE

AT: ST. PETE-CLEARWATER

INTERNATIONAL AIRPORT (PIE)

Issue Date:

MDG Project No.

Drawn By:

Checked By:

A

14700 TERMINAL BLVD., SUITE 14700

CLEARWATER, FLORIDA 33762

2 3 41

JULY, 2026

PIE26001

YY

NH

FY2026 AIRFIELD PAVEMENT

REHABILITATION

100% CONTRACT DOCUMENTS

EXISTING PAVEMENT

3" MILL AND OVERLAY AREA

SILT FENCE

LEGEND

0' 120'60'

AREA 1

AREA 2

SF

3" ASPHALT MILL AND OVERLAY

(24,785 SQ.FT.) (TAXIWAY G1)

(BASE BID) TOFA

TO

FA

TO

FA

TO

FA

TOFA

TOFA

TOFA

TOFA

TOFA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

RUNWAY 04-22

TAXIWAY G

4.4

5.6

1.7'

R120'

80.6'

R

.3

R15'

8'

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TS

A

TS

A

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOF

A

TOF

A

TO

FA

TSA

TSA

TSA

TSA

TS

A

TS

A

TO

FA

TO

FA

TOFA

TOFA

TO

FA

TSA

TSA

TSA

TSA

TSA

TSA

TS

A

TS

A

TO

FA

TOFA

TOFA

TOFA

TO

FA

RUNWAY 18-36

65'

655.6'

3" ASPHALT MILL AND OVERLAY

(39,991 SQ.FT.) (TAXIWAY A) (BASE BID)

TAXIWAY A

PAMP

TAXIW

AY A5

3" ASPHALT MILL AND OVERLAY

(15,243 SQ.FT.) (TAXIWAY A)

(ADDITIVE BID)

171'500'

3" ASPHALT MILL AND OVERLAY

(38,543 SQ.FT.) (TAXIWAY A6)

(BASE BID)

.5

1.

8'

3.

8'

57.4'

1'

9'

C010

SITE PLAN

CLIENT

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MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE…