ZPH-Airfield--Bid-SetPlans-2025-04-07.pdf
PDF 8 MB Posted
- Attached to
- AIRFIELD PAVEMENTS REHAB
- Solicitation number
- 2025-006
- Issued by
- Pasco County, Florida
About this file
This document is a comprehensive bid set of engineering plans for the Airfield Pavements Rehabilitation project at Zephyrhills Municipal Airport in Zephyrhills, Florida, prepared by Jacobs and Mohsen Design Group for the City of Zephyrhills in April 2025. The project involves a phased rehabilitation of airport taxiways and pavements, including 2-inch milling and resurfacing of multiple taxiway areas. The work is divided into four phases: a 30-day mobilization period, Phase 1 involving site preparation and resurfacing north of the terminal (14 calendar days), Phase 2 focusing on the area from the terminal to Taxiway B (7 calendar days), Phase 3A targeting Taxiway E pavement (18 calendar days), and Phase 3B addressing the end of Taxiway E (3 calendar days).
The project includes specific technical requirements for pavement rehabilitation, including applying tack coat, milling existing asphalt, densifying limerock base, and installing new asphalt overlay. The plans detail precise construction phasing, safety protocols, and marking requirements, with strict limitations on working hours (7:00 AM to 7:00 PM) and liquidated damages of $1,000 per additional day beyond the specified phase duration. The rehabilitation will involve approximately 2 inches of milling and overlay, with careful attention to existing infrastructure, drainage systems, and airport operational areas. The project aims to improve airport pavement conditions while maintaining minimal disruption to airport operations.
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PROJECT LOCATION
LOCATION MAP VICINITY MAP
1"= 2500'
PROJECT AREAS
AIRFIELD PAVEMENTS REHABILITATION
DATE: APRIL 2025
DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS.
DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING
MOHSEN DESIGN GROUP.
Prepared For:
ZEPHYRHILLS MUNICIPAL AIRPORT
Prepared By:
CITY OF ZEPHYRHILLS
AT
REVISIONS
MARK DESCRIPTION DATEBY
MOHSEN DESIGN GROUP INCORPORATED
2202 N WESTSHORE BLVD, SUITE 200
TAMPA, FL 33607
1" = 1500'
ISSUED FOR BID
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
C001
AutoCAD SHX Text Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C001-COV.dwg 4/4/2025 4:41 PM - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C001-COV.dwg 4/4/2025 4:41 PM - Yan 4/4/2025 4:41 PM - Yan4/4/2025 4:41 PM - Yan - YanYan
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
GENERAL NOTES
1. THE OWNER SHALL HAVE THE AUTHORITY TO SUSPEND THE WORK WHOLLY, OR IN PART, FOR SUCH A PERIOD OR
PERIODS AS HE/SHE MAY DEEM NECESSARY. THIS MAY BE DUE TO UNSUITABLE WEATHER OR ANY OTHER CONDITION THAT MAY BE 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 OR PERFORM AND/OR ALL PROVISIONS OF THE
CONTRACT.
2. THE CONTRACTOR IS RESPONSIBLE FOR STAKING THE CONSTRUCTION SITE PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCY BETWEEN THE DESIGN DRAWINGS AND FIELD CONDITIONS. THE COST OF CONSTRUCTION STAKING AND MEASUREMENTS SHALL BE INCLUDED IN THE UNIT
PRICE FOR ITEM P-103 SURVEY AND STAKEOUT.
3. THE QUANTITIES SHOWN ON THE BID DOCUMENTS ARE APPROXIMATE AND ARE FOR THE SOLE PURPOSE OF COMPARING BIDS. THE CONTRACTOR SHALL BE PAID FOR ACTUAL QUANTITIES MEASURED IN THE FIELD AND APPROVED BY THE
OWNER.
4. THE CONTRACTOR SHALL PERFORM HIS/HER OWN QUANTITY TAKE OFF PRIOR TO ORDERING MATERIALS. ANY DISCREPANCY BETWEEN BID QUANTITY AND MEASURED QUANTITY SHALL BE IDENTIFIED TO THE RESIDENT PROJECT REPRESENTATIVE IMMEDIATELY. ORDERING INSUFFICIENT MATERIALS SHALL NOT BE SUFFICIENT GROUNDS FOR EXTENDING THE CONTRACT TIME TO AVOID LIQUIDATED DAMAGES. THE CONTRACTOR SHALL NOT BE REIMBURSED FOR
OVER ORDERING OF MATERIALS BASED ON BID SCHEDULE QUANTITIES.
5. THE CONTRACTOR SHALL DESIGNATE A PROJECT MANAGER OR SUPERINTENDENT TO THIS PROJECT AND SUBMIT HIS/HER RESUME AND QUALIFICATIONS TO THE OWNER FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO THE PRE-CONSTRUCTION MEETING. THE PROJECT MANAGER OR SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES WHEN CONSTRUCTION WORK IS BEING CONDUCTED BY THE CONTRACTOR OR HIS/HER SUBCONTRACTORS.
6. THE OWNER AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION OR SAFETY PRECAUTIONS.
7. THE CONTRACTOR WILL ENSURE ALL THE CONSTRUCTION PERSONNEL HAVE A VALID STATE ISSUED I.D. IN THEIR
POSSESSION, AT ALL TIMES WHILE WORKING WITH IN THE AIRPORT OPERATIONS AREA,
8. THE 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 TO BE PROTECTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
9. 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 EXPENSE TO THE OWNER.
10. DAMAGE TO OTHER AIRPORT FACILITIES SUCH AS LIGHTING, SIGNAGE, NAVIGATIONAL AIDS, FAA CABLES, AND OTHER UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER AND THE FAA AS WELL AS ANY COST FOR REPAIR, BY CONTRACTOR OR OTHERS, WILL BE BORNE BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
11. THE 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 OWNER FOR RESOLUTION.
12. THE 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 AND DISPOSE OF THE MATERIAL OFF AIRPORT PROPERTY AT APPROVED DESIGNATED AREAS.
13. ALL CONSTRUCTION WASTE SHALL BE DISPOSED OF OFF AIRPORT PROPERTY OR AT APPROVED DESIGNATED AREAS.
THE CONTRACTOR SHALL ACQUIRE ANY REQUIRED PERMITS FOR DISPOSAL OF THIS MATERIAL AT NO EXPENSE TO THE
OWNER.
14. IF THE CONTRACTOR ENCOUNTERS SOIL STAINS, UNUSUAL ODORS, OR BURIED WASTE, WORK SHALL BE STOPPED AND
THE OWNER SHALL BE NOTIFIED IMMEDIATELY.
15. 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 OWNER AND THE DURATION OF SUCH EXPOSURE PRIOR TO FINAL TRIMMING AND FINISHING OF THE AREAS SHALL BE HELD TO THE MINIMUM PRACTICAL. THE OWNER OR ITS REPRESENTATIVE 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.
16. THE DISTURBANCE OF LANDS AND WATERS THAT ARE OUTSIDE THE LIMITS OF CONSTRUCTION IS PROHIBITED, EXCEPT
AS FOUND NECESSARY AND APPROVED BY THE OWNER.
17. THE CONTRACTOR SHALL CONDUCT HIS/HER WORK IN SUCH A MANNER AS TO PREVENT THE ENTRY OF FUELS, OILS, BITUMINOUS MATERIALS, CHEMICALS, SEWAGE, OR OTHER HARMFUL MATERIALS INTO STREAMS, RIVERS, LAKES OR
RESERVOIRS.
18. MINIMUM POSSIBLE AREAS OF OPEN GRADING, BORROW OR AGGREGATE EXCAVATION SHALL BE EXPOSED AT ONE TIME, CONSISTENT WITH THE PROGRESS OF THE WORK.
19. WHEN NECESSARY, CERTAIN OPERATIONS SHALL BE DELAYED UNTIL PROPER WIND OR CLIMATIC CONDITIONS EXIST TO DISSIPATE OR INHIBIT POTENTIAL POLLUTANTS TO THE SATISFACTION OF REGULATORY AGENCIES.
20. UPON THE COMPLETION OF THE WORK AND BEFORE ACCEPTANCE AND FINAL PAYMENT WILL BE MADE, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL MACHINERY, EQUIPMENT, SURPLUS AND DISCARDED MATERIALS, RUBBISH, TEMPORARY STRUCTURES, AND STUMPS OR PORTIONS OF TREES. 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.
21. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
22. ANY DEWATERING, DEWATERING PERMITS AND FEES SHALL BE CONSIDERED INCIDENTAL TO MOBILIZATION. NO
SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.
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ABBREVIATIONS
ABOVE GROUND
BELOW GROUND VAULT
BUILDING RESTRICTION LINE
CONDUIT
CATCH BASIN
CUBIC FEET
CENTERLINE
CHAIN LINK FENCE
CLEANOUT
CONCRETE
CORRUGATED METAL PIPE
CONCRETE MONUMENT
CORE SAMPLE TEST HOLE
CONCRETE SLAB
CONSTRUCTION SAFETY & SECURITY OFFICER
CUBIC YARD
DIAMETER
DEEP ROD MONUMENT
DRAWING
EAST, EASTING
EACH
END OF CURVE
ELEVATION
ENGINEER, ENGINEERING
EDGE OF PAVEMENT
END OF VERTICAL CURVE
EDGE OF PAVEMENT
EQUAL
EXISTING
EXCAVATION
EXPANSION JOINT
FEDERAL AVIATION ADMINISTRATION
FEDERAL AVIATION REGULATION
FOUND CAPPED IRON ROD
FINISHED GRADE
HYDRAULIC GRADE LINE
HIGH POINT
HORIZONTAL
HYDRAULIC
INSIDE DIAMETER
INVERT ELEVATION
LICENSED BUSINESS
LINEAR FEET
LONGITUDINAL
LOW POINT
LUMP SUM
LEFT
MAXIMUM
MANHOLE
MINIMUM
MISCELLANEOUS
MONUMENT
MULTIPLE
MEAN SEA LEVEL
NORTH, NORTHING
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OBJECT FREE AREA
OBSTACLE FREE ZONE
PRIMARY AIRPORT CONTROL STATION
POINT OF CURVATURE
PORTLAND CEMENT CONCRETE
POINT OF INTERSECTION
PROPERTY LINE
POLYVINYL CHLORIDE
POUNDS PER SQUARE INCH
PROFESSIONAL SURVEYOR AND MAPPER
RADIUS
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
REFERENCE
REINFORCED, REINFORCEMENT
RUNWAY PROTECTION ZONE
RUNWAY SAFETY AREA
RIGHT
RUNWAY
SOUTH
SECONDARY AIRPORT CONTROL STATION
SET 5/8" CAPPED IRON ROD OSM TRAV. PT
STORM DRAIN
SECTION
SQUARE FEET
SANITARY SEWER
STATION
STANDARD
STORM WATER POLLUTION PREVENTION PLAN
SQUARE YARD
TOPOGRAPHY
TRAVERSE
TAXIWAY SAFETY AREA
TAXIWAY
TYPICAL
VERTICAL
WEST
WIRE PULL BOX
C002
GENERAL NOTES,
ABBREVIATIONS, AND
SHEET INDEX
Sheet List Table Sheet Number Sheet Title
C001 COVER SHEET
C002 GENERAL NOTES, ABBREVIATIONS, AND SHEET INDEX
C020 PROJECT LAYOUT PLAN
C031 CONSTRUCTION PHASING PLAN
C050 SAFETY AND SECURITY NOTES
C051 SAFETY AND SECURITY DETAILS
C052 AIR SPACE PROTECTION PLAN
C061 BORING LOCATION PLAN
C062 BORING LOG SECTIONS
C101 EXISTING CONDITIONS
C200 EROSION CONTROL DETAILS
C201 DEMOLITION AND EROSION CONTROL PLAN
C301 HORIZONTAL CONTROL PLAN
C401 GRADING AND DRAINAGE PLAN
C402 GRADING AND DRAINAGE PLAN
C700 MARKING PLAN
C701 PAVEMENT MARKING DETAILS
C901 PAVEMENT TYPICAL SECTIONS
Plotted: C:\Users\Ahmad\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C002-GNA.dwg - AhmadC:\Users\Ahmad\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C002-GNA.dwg - Ahmad - AhmadAhmad
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PRIVATE HANGAR
PRIVATE
HANGAR
TERMINAL AND FLIGHT
LINE BUILDING (ADMIN)
PIVOVARY, INC
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
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
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
0' 200'100'
LEGEND
OFZ OFZ
X X
RSA RSA
ROFA ROFA
TSA TSA
TOFA TOFA
AIRPORT PROPERTY LINE
PROJECT LIMITS
EXISTING BUILDING
EXISTING PAVEMENT
EXISTING TAXIWAY/TAXILANE OBJECT FREE AREA
EXISTING TAXIWAY/TAXILANE SAFETY AREA
EXISTING RUNWAY OBJECT FREE AREA
EXISTING RUNWAY SAFETY AREA
EXISTING OBSTACLE FREE ZONE
EXISTING AIRPORT FENCE
PROPOSED PAVEMENT
(MILLING AND OVERLAY AREA)
PROPOSED SOD AREA
STAGING AREA
HAUL ROUTES/CONSTRUCTION ACCESS
GENERAL STAGING AREA AND HAUL ROUTE NOTES
1. AT THE CONCLUSION OF EACH WORKDAY, PAVED PORTIONS ON
OR ADJACENT TO THE HAUL ROUTE SHALL BE SWEPT WITH A
VACUUM TRUCK AND CHECKED FOR FOREIGN OBJECT DEBRIS
(FOD) PRIOR TO OPENING UP THE TAXIWAY OR APRON TO TRAFFIC.
THE CONTRACTOR SHALL MAKE PROVISIONS TO HAVE A VACUUM
TRUCK ON SITE AT ALL TIMES.
2. THE 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.
3. THE 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.
4. THE 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.
5. THE 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.
6. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THEIR
STOCKPILE AND STAGING AREAS, EQUIPMENT, AND MATERIALS
LOCATED ON AIRPORT PROPERTY.
7. 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.
C020
PROJECT LAYOUT PLAN
Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C020-PLP.dwg - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C020-PLP.dwg - Yan - YanYan
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PRIVATE
HANGAR
TERMINAL AND FLIGHT
LINE BUILDING (ADMIN)
PIVOVARY, INC
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
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 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
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TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
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STAGING AREA
CONSTRUCTION
ACCESS GATE
CONSTRUCTION
HAUL ROUTE
3A
3A3A3A3A
3A
PHASE 1
PHASE 2
PHASE 3A
PRIVATE
HANGAR
PHASE 3B
3B3B
3B3B
3B 3B
2 2
2 2
1 111
A
14 2345678910111213
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
0' 160'80'
ZPH AIRFIELD PAVEMENTS REHABILITATION TABLE
PHASE DESCRIPTION DURATION AFFECTED FACILITIES
N/A
A MOBILIZATION PERIOD HAS BEEN
ESTABLISHED TO ALLOW THE
CONTRACTOR TO MOBILIZE TO THE
SITE, PROVIDE SHOP DRAWING
SUBMITTALS, AND PERFORM
MATERIAL TESTING FOR MIXED
DESIGN PURPOSES. THE
MOBILIZATION PERIOD STARTS WHEN
THE NOTICE-TO-PROCEED (NTP) IS
ISSUED.
CONSECUTIVE
CALENDAR
DAYS
NO IMPACT TO AIRPORT
OPERATIONS
PHASE 1
THIS PHASE INCLUDES SITE
PREPARATION, 2 INCH MILLING AND
RESURFACING AND TEMPORARY
MARKING OF EXISTING PAVEMENT
AREA NORTH OF TERMINAL AND
FLIGHT LINE BUILDING (ADMIN), PART
OF TAXIWAY B AND BETWEEN THE
THREE EXISTING HANGARS, AND
SODDING BETWEEN THE HANGARS
14 CALENDAR
DAYS
PARTIAL OF TAXIWAY B WILL BE
CLOSED DURING THIS PHASE.
WORKING HOURS ARE BETWEEN
7:00 AM AND 700 :PM. DAMAGES
ASSESSED AT $1000 PER
ADDITIONAL DAY FOR THIS BID
PHASE.
PHASE 2
THIS PHASE INCLUDES SITE
PREPARATION, 2 INCH MILLING AND
RESURFACING, AND TEMPORARY
MARKING OF THE EXISTING
PAVEMENT OF THE AREA FROM THE
FRONT OF THE TERMINAL AND
FLIGHT LINE BUILDING (ADMIN) TO
TAXIWAY B EDGE OF PAVEMENT AS
SHOWN ON THE PLANS.
7 CALENDAR
DAYS
PARTIAL OF TAXIWAY B AND
TAXIWAY C1 WILL BE CLOSED
DURING THIS PHASE, WORKING
HOURS ARE BETWEEN 7:00 AM
AND 7:00 PM. LIQUIDATED
DAMAGES ASSESSED AT $1000
PER ADDITIONAL DAY FOR THIS
BID PHASE.
PHASE 3A
THIS PHASE INCLUDES SITE
PREPARATION, 2 INCH MILLING AND
RESURFACING AND TEMPORARY
MARKING OF EXISTING TAXIWAY E
PAVEMENT. REPAIR AND PATCH
APPROXIMATELY 30 LF OF DAMAGED
ASPHALT. PROJECT AREA IS
BETWEEN EDGE OF TOFA FOR
TAXIWAY A AND END OF TAXIWAY E.
18 CALENDAR
DAYS
TAXIWAY E WILL BE CLOSED
DURING CONSTRUCTION.
WORKING HOURS ARE BETWEEN
7:00 AM AND 7:00 PM. LIQUIDATED
DAMAGES ASSESSED AT $1000
PER ADDITIONAL DAY FOR THIS
BID PHASE.
PHASE 3B
THIS PHASE INCLUDES SITE
PREPARATION, 2 INCH MILLING AND
RESURFACING AND TEMPORARY
MARKING AT THE END OF TAXIWAY E
FROM TAXIWAY A TOFA TO THE EDGE
OF TAXIWAY A.
3 CALENDAR
DAYS
TAXIWAY E AND TAXIWAY A WILL
BE CLOSED DURING
CONSTRUCTION. WORKING
HOURS ARE BETWEEN 7:00 AM
TO 7:00 PM. DAMAGES ASSESSED
AT $1000 PER ADDITIONAL DAY
FOR THIS BID PHASE.
PHASING NOTES:
1. AFTER THE LAST DAY OF PAVING AND PRIOR TO THE INSTALLATION OF FINAL MARKINGS. THE 30 DAY CURE PERIOD SHALL
COMMENCE ON THE LAST DAY OF COMPLETED AND ACCEPTED AREA OF PAVING. TEMPORARY MARKINGS, AT A 30% APPLICATION
RATE, SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE FINISHING OF THE NEW PAVEMENT
2. MILL 2" OF EXISTING ASPHALT (P-403) ALONG TAXIWAY E AND WITHIN THE FBO APRON PAVEMENT. WITHIN THESE AREAS APPLY TACK COAT (P-603) TO THE MILLED SURFACE PRIOR TO PLACEMENT OF 2" ASPHALT OVERLAY.
3. ELSEWHERE, MILLING 2" OF THE PAVEMENTS WILL REQUIRE ADDITIONAL REMOVAL OF SOME OF THE IN-PLACE LIMEROCK BASE TO ACCOMMODATE PLACEMENT OF 2” ASPHALT OVERLAY (P-403). WITHIN THESE AREAS, DENSIFY THE EXPOSED SURFACES BY PROVIDING A MINIMUM OF FOUR (4) FULL COVERAGES USING A NON-VIBRATORY DRUM ROLLER HAVING A TOTAL OPERATING STATIC WEIGHT, INCLUDING FUEL AND WATER, OF AT LEAST TEN (10) TONS AND A DRUM DIAMETER OF 5 FEET. THE DENSIFICATION OF THE IN-PLACE LIMEROCK BASE SHALL BE OBSERVED BY THE RPR PRIOR TO PLACEMENT OF ANY PRIME COAT OR NEW ASPHALT.
APPLY PRIME COAT (P-602) TO THE DENSIFIED SURFACE PRIOR TO PLACEMENT OF 2” ASPHALT OVERLAY (P-403).
C031
CONSTRUCTION PHASING
PLAN
LEGEND
OFZ OFZ
X X
RSA RSA
ROFA ROFA
TSA TSA
TOFA TOFA
PROJECT LIMITS
EXISTING BUILDING
EXISTING PAVEMENT
TAXIWAY/TAXILANE OBJECT FREE AREA
TAXIWAY/TAXILANE SAFETY AREA
RUNWAY OBJECT FREE AREA
RUNWAY SAFETY AREA
OBSTACLE FREE ZONE
EXISTING AIRPORT FENCE
LIMITS OF MILLING AND OVERLAY
PROPOSED SOD AREA
HAUL ROUTES/CONSTRUCTION ACCESS
LOW PROFILE BARRICADE PHASE 1
LOW PROFILE BARRICADE PHASE 2
LOW PROFILE BARRICADE PHASE 3
2 2 3 3
1 1
Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C031-PHS.dwg - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C031-PHS.dwg - Yan - YanYan
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
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 OR ESCORTED BY AN AUTHORIZED INDIVIDUAL.
7. THE CONTRACTOR'S EMPLOYEES SHALL PARK AND SERVICE ALL CONSTRUCTION VEHICLES IN
AN AREA DESIGNATED BY THE OWNER 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). PARKING AREAS MUST NOT OBSTRUCT ANY
RUNWAY VISUAL AIDS, SIGNS, OR NAVIGATIONAL AIDS.
8. CONTRACTOR PERSONNEL ENGAGED IN ACTIVITIES INVOLVING UNESCORTED OPERATION ON
AOA SHALL OBSERVE THE PROPER PROCEDURES FOR COMMUNICATIONS, INCLUDING USING
APPROPRIATE RADIO FREQUENCIES OR ESCORT.
9. NO CONSTRUCTION MAY OCCUR WITHIN THE RSA UNLESS THE RUNWAY IS CLOSED.
10. THE CONTRACTOR SHALL PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE
CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, AS APPROVED BY THE OWNER, AND LIGHT
THEM WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS.
11. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE 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.
12. CONSTRUCTION WITHIN THE TAXIWAY A OBJECT FREE AREA (TOFA) SHALL NOT BE PERMITTED
UNLESS CONTRACTOR ISSUE A NOTICE TO AIRMEN (NOTAM), OR THE TAXIWAY IS CLOSED
DURING CONSTRUCTION IN THIS AREA.
13. THE CONTRACTOR SHALL SEPARATE THE CONSTRUCTION SITE AND NON-MOVEMENT AREAS, IN
WHICH NO PART OF AN AIRCRAFT MAY ENTER BY USING LOW PROFILE BARRICADES. ALL
BARRICADES SHALL BE SECURED IN PLACE TO PREVENT MOVEMENT BY PROP WASH, JET BLAST, OR HIGH WINDS. BARRICADES SHALL BE SECURED TO PREVENT INGESTION BY JET ENGINES OR
DAMAGE BY PROPELLER WASH.
14. STOCKPILED MATERIALS AND EQUIPMENT STORAGE ARE NOT PERMITTED WITHIN THE RSA AND
OFZ OF AN OPERATIONAL RUNWAY. THE CONTRACTOR SHALL ENSURE 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 FOD AND ATTRACTION
OF WILDLIFE.
15. THE CONTRACTOR SHALL NOT USE OPEN-FLAME WELDING OR TORCHES UNLESS ADEQUATE
FIRE SAFETY PRECAUTIONS ARE PROVIDED AND THE OWNER HAS APPROVED THEIR USE.
16. FOD IS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS, AND JET
ENGINES. THE CONTRACTOR SHALL NOT LEAVE OR PLACE FOD ON OR NEAR AIRCRAFT
MOVEMENT AREAS. MATERIALS TRACKED ONTO THESE AREAS MUST BE CONTINUALLY REMOVED
THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL CAREFULLY CONTROL AND
CONTINUOUSLY REMOVE FOD AND WASTE MATERIAL THAT MAY ATTRACT WILDLIFE.
17. THE CONTRACTOR SHALL NOT CONDUCT ANY CONSTRUCTION ACTIVITY WITHIN NAVIGATIONAL
AID RESTRICTED AREAS WITHOUT PRIOR APPROVAL FROM THE OWNER. NAVIGATIONAL AIDS
INCLUDE INSTRUMENT LANDING SYSTEM COMPONENTS, SUCH AS THE LOCALIZER, THE
GLIDESLOPE, APPROACH LIGHTS, PAPIS, ETC. THESE RESTRICTED AREAS ARE DEPICTED ON
THE CONSTRUCTION PLANS.
18. ALL VEHICLES AND MOBILE EQUIPMENT OPERATING IN THE AOA SHALL BE IDENTIFIED BY
THREE-FOOT (3') SQUARE ORANGE AND WHITE FLAG. ADDITIONALLY, ALL VEHICLES AND
MOBILE EQUIPMENT SHALL HAVE THE CONTRACTOR'S OR SUBCONTRACTOR'S NAME CLEARLY
AFFIXED ON EACH SIDE OF THE VEHICLE AND MOBILE EQUIPMENT. DURING THE HOURS
BETWEEN SUNSET AND SUNRISE AS WELL AS TIMES WHEN VISIBILITY IS IMPAIRED, ALL
VEHICLES AND MOBILE EQUIPMENT SHALL 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 OWNER AND THE FAA, WHICH TAKES AT LEAST 90 DAYS.
20. DURING PERIODS OF SEVERE WEATHER CONDITIONS OR OTHER OPERATIONAL EMERGENCIES, THE OWNER MAY DIRECT THE CONTRACTOR TO RELINQUISH AREAS UNDER CONSTRUCTION
AND TO PREPARE THE AREAS FOR AIRCRAFT OPERATIONS. IN THIS EVENT THE ENGINEER WILL
DIRECT THE CONTRACTOR TO EVACUATE THE AREA AND THE ENGINEER 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 ENGINEER'S
DIRECTIVE. THE CONTRACTOR WILL BE REIMBURSED FOR EXTRA WORK SHOULD THE
DIRECTIVE, AS DETERMINED BY THE ENGINEER, ENTAIL EXTRA WORK UNDER THE CONTRACT.
THE CONTRACTOR MAY BE GRANTED AN EXTENSION OF TIME SHOULD THE DIRECTIVE, AS
DETERMINED BY THE ENGINEER, ENTAIL A DELAY IN THE COMPLETION OF THE CONTRACT OR
ANY DEFINED SUBDIVISION OF THE CONTRACT.
21. VEHICULAR TRAFFIC SHALL NOT CROSS ACTIVE AIRCRAFT MOVEMENT AREAS (RUNWAYS,
TAXIWAYS, OR AIRCRAFT PARKING APRON) WITHOUT RADIO COMMUNICATIONS OR AIRPORT
VEHICLE ESCORT.
22. 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 REMOVAL FROM THE PROJECT AND POTENTIALLY PROSECUTION.
23. ALL ACCIDENTS CAUSING PERSONAL INJURY OR PROPERTY DAMAGE SHALL BE REPORTED TO
THE OWNER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE THE NECESSARY EQUIPMENT
AND MEDICAL FACILITIES TO SUPPLY FIRST AID SERVICE TO ANYONE WHO MAY BE INJURED IN
CONNECTION WITH WORK AT THE CONSTRUCTION SITE AND ADJACENT WORK AREAS. IN
ADDITION, IF DEATH, SERIOUS INJURIES, OR PROPERTY DAMAGE ARE CAUSED, IMMEDIATELY
REPORT THE ACCIDENT BY TELEPHONE TO 911.
24. ALL THE CONTRACTOR'S EMPLOYEES MUST HAVE VALID GOVERNMENTAL IDENTIFICATION ON
THEIR PERSON AT ALL TIMES. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL RESULT
IN THE PERSON BEING ESCORTED OFF THE AOA.
25. ALL PERSONS FOUND WITHIN A SECURITY RESTRICTED AREA WITHOUT PROPER
IDENTIFICATION SHALL BE IN VIOLATION OF FEDERAL LAW AS WELL AS AIRPORT RULES AND
REGULATIONS. WHEN FOUND, SUCH PERSONS SHALL BE ESCORTED OFF THE AOA, AND MAY BE
CITED. THESE INDIVIDUALS MAY ALSO BE SUBJECT TO FEDERALLY MANDATED FINES. ANY AND
ALL FINES IMPOSED ARE AT THE CONTRACTOR'S EXPENSE.
26. ANY DELAY IN THE CONSTRUCTION OF THE PROJECT DUE TO THE VIOLATION OF THE FEDERAL
AND AIRPORT RULES AND REGULATIONS SHALL BE ABSORBED BY THE CONTRACTOR. AND
SHALL NOT CONSTITUTE GROUNDS FOR WAIVING POTENTIAL LIQUIDATED DAMAGES.
27. THE CONTRACTOR SHALL MAINTAIN A LIST OF ALL VEHICLES ACCESSING THE AOA AND SHALL
PRODUCE THIS LIST WHEN REQUESTED BY THE OWNER.
· 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 150/5210-24, "AIRPORT FOREIGN OBJECT
DEBRIS (FOD) MANAGEMENT"
· FAA ADVISORY CIRCULAR AC 150/5200-18D, "AIRPORT SAFETY
SELF-INSPECTION"
SECURITY NOTES:
1. 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 THE 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 LEAF 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.
C050
SAFETY AND SECURITY
NOTES
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2202 N. WESTSHORE BLVD., SUITE 200
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REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
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 THE OWNER. EACH BARRICADE IS TO REMAIN IN PLACE FOR THE DURATION OF THE PHASE, AS INDICATED ON THE PLANS. 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 THE OWNER.
4. COST OF FURNISHING, MAINTAINING, AND REMOVING THE BARRICADES AS DIRECTED BY THE OWNER, SHALL BE INCLUDED IN 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 THE OWNER.
LOW-PROFILE BARRICADE
ISOMETRIC VIEW
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.2 CONSTRUCTION SAFETY FLAG
N.T.S.1 LOW-PROFILE BARRICADE DETAIL
PLASTIC ORANGE MOLDED BODY WITH
HIGH REFLECTIVE WHITE STRIPES
C051
SAFETY AND SECURITY
DETAILS
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AY 5-23
TAXIW
AY A
GROUND ELEV.= 80.93'
W082° 09' 34.63" N028° 13' 47.38"
GROUND ELEV.= 81.11'
W082° 09' 35.68" N028° 13' 46.37"
GROUND ELEV.= 82.26'
W082° 09' 40.52" N028° 13' 46.79"
GROUND ELEV.= 82.73'
W082° 09' 42.08" N028° 13' 44.45"
GROUND ELEV.= 82.57'
W082° 09' 45.47" N028° 13' 45.59"
GROUND ELEV.= 82.61'
W082° 09' 48.32" N028° 13' 47.35"
GROUND ELEV.= 82.62'
W082° 09' 42.65" N028° 13' 48.87"
GROUND ELEV.= 82.82'
W082° 09' 45.99" N028° 13' 47.97"
GROUND ELEV.= 82.93'
W082° 09' 42.84" N028° 13' 52.89"
GROUND ELEV.= 83.03'
W082° 09' 42.56" N028° 13' 53.14"
GROUND ELEV.= 82.64'
W082° 09' 47.66" N028° 13' 48.16"
STAGING AREA
A
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
0' 160'80'
SAFETY NOTES:
1. PERSONNEL AND EQUIPMENT SHALL NOT ENTER THE
AIRFIELD MOVEMENT AREA WITHOUT PRIOR
APPROVAL OF THE OWNER AIRPORT OPERATIONS.
2. THE MAXIMUM ALLOWABLE HEIGHT OF
CONSTRUCTION EQUIPMENT AND STOCKPILED
MATERIALS IS GOVERNED BY FAA ADVISORY
CIRCULAR (AC) 150/5370-2, CURRENT EDITION. WHEN
EQUIPMENT IS EXPECTED TO PENETRATE THE FAR
PART 77 SURFACE.
3. WORK WITHIN THE SAFETY AND OBJECT FREE AREAS
WILL REQUIRE CLOSURE OF THE RUNWAY/TAXIWAY
TO AIR TRAFFIC. A NOTAM MUST BE FILED BY THE
AIRPORT MANAGEMENT AT LEAST FORTY-EIGHT (48)
HOURS IN ADVANCE OF CLOSING RUNWAYS AND
TAXIWAYS TO AIR TRAFFIC. THE CONTRACTOR SHALL
NOTIFY OWNER WITH SUFFICIENT LEAD TIME FOR
FILING A NOTAM.
4. ELEVATIONS SHOWN HEREIN INDICATE THE
AVAILABLE HEIGHT ABOVE THE EXISTING GROUND
UNLESS OTHERWISE NOTED.
5. FAA PART 77 IMAGINARY AIRSPACE CONTOUR
ELEVATION (TYP.). THE CONTOURS REPRESENT THE
ALLOWABLE HEIGHT OF OBJECTS INCLUDING
CONSTRUCTION EQUIPMENT RELATIVE TO THE
RESPECTIVE RUNWAY CENTERLINE ELEVATION
WHILE THE RUNWAY REMAINS OPEN. PENETRATIONS
INTO THE SURFACES REQUIRE CLOSURE OF THE
RUNWAY AND MUST BE COORDINATED WITH THE FAA
AND THE AIRPORT WELL IN ADVANCE OF CLOSURE
AIRPORT PROPERTY LINE
PROJECT LIMITS
EXISTING BUILDING
EXISTING PAVEMENT
EXISTING TAXIWAY/TAXILANE OBJECT FREE AREA
EXISTING TAXIWAY/TAXILANE SAFETY AREA
EXISTING RUNWAY OBJECT FREE AREA
EXISTING RUNWAY SAFETY AREA
EXISTING OBSTACLE FREE ZONE
EXISTING AIRPORT FENCE
PROPOSED PAVEMENT
STAGING AREA
PROPOSED SOD
LEGEND
OFZ OFZ
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ROFA ROFA
TSA TSA
TOFA TOFA
C052
AIR SPACE PROTECTION
PLAN
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T/WCB
PRIVATE HANGAR
PRIVATE
HANGAR
TERMINAL AND FLIGHT
LINE BUILDING (ADMIN)
PIVOVARY, INC
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
0' 120'60'
LEGEND
OFZ OFZ
X X
RSA RSA
ROFA ROFA
TSA TSA
TOFA TOFA
PROJECT LIMITS
EXISTING BUILDING
EXISTING PAVEMENT STAGING AREA
EXISTING TAXIWAY/TAXILANE OBJECT FREE AREA
EXISTING TAXIWAY/TAXILANE SAFETY AREA
EXISTING RUNWAY OBJECT FREE AREA
EXISTING RUNWAY SAFETY AREA
EXISTING OBSTACLE FREE ZONE
EXISTING AIRPORT FENCE
BORINGS PERFORMED ON 00/00/0000
C061
BORING LOCATION PLAN
Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C061-BLP.dwg - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C061-BLP.dwg - Yan - YanYan
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MOHSEN DESIGN GROUP INCORPORATED
2202 N. WESTSHORE BLVD., SUITE 200
TAMPA, FL 33607
REVISIONS
MARK DESCRIPTION DATE
AT: ZEPHYRHILLS MUNICIPAL AIRPORT
Issue Date:
MDG Project No.
Drawn By:
Checked By:
14 234567891011121315 116
5401 W. KENNEDY BLVD., #900
TAMPA, FL 33609
ISSUED FOR BID
39450 SOUTH AVE, ZEPHYRHILLS, FLORIDA
APRIL 2025
JAC25012
YY
ZM
AIRFIELD PAVEMENTS
REHABILITATION
C062
BORING LOG SECTIONS
ENGINEERING CLASSIFICATION
Very Loose Less than 4 Less than 3 Loose 4 - 10 3 - 8 Medium Dense 10 - 30 8 - 24 Dense 30 - 50 24 - 40 Very Dense Greater than 50 Greater than 40
Safety Hammer (SPT N-Value)
Automatic Hammer (SPT N-Value)
RELATIVE DENSITY of GRANULAR MATERIALS
Very Soft Less than 2 Less than 1 Soft 2 - 4 1 - 3 Firm 4 - 8 3 - 6 Stiff 8 - 15 6 - 12 Very Stiff 15 - 30 12 - 24 Hard Greater than 30 Greater than 24
CONSISTENCY of SILTS & CLAYS
LEGEND:
B.T. Boring Terminated
Existing Ground Surface
N Sta. Penetration Resistance in Blows Per foot (18- inch Spoon, ASTM D-1586)
WOR Weight of Rod
WOH Weight of Hammer
W Moisture Content (%)
OC Organic Content (%)
-200 Fines Passing No. 200 U.S. Sieve (%)
LL Liquid Limit
PI Plasticity Index
Ground Water at Time of Drilling
Wet Season Water Table
(SP) Unified Soil Classification Based on Visual Observation and Laboratory Tests
PWR Partially Weathered Rock
SPOON INSIDE DIAMETER - 1.4"
SPOON OUTSIDE DIAMETER - 2.0"
AVERAGE HAMMER DROP HEIGHT - 30"
HAMMER WEIGHT - 140 pounds
ASTM STANDARD DROP HAMMER (MANUAL & AUTOMATIC)
STANDARD PENETRATION TEST DATA
A.R. Auger Refusal
Topsoil
Sand
(SP)
Sand with silt
(SP-SM)
Sandy Silt
(ML)
Silty sand
(SM)
Clayey sand
(SC)
Sandy clay
(CL)
Clay
(CH)
Asphalt
Weathered Limestone
FILL
Concrete
Base
DE
PT
H
DE
PT
H
(N Auto) 4-5/8" Asphalt over 4" Limerock Base
B-01 Date Drilled: 03/26/2025
MEDIUM DENSE to LOOSE, dark gray to grayish brown, sand with silt (SP-SM)
B.T. @ 6'-8 5/8"
BORE HOLE GROUTED
4-3-2-2 (5)
2-3-2-2 (5)
NOTES:
1. See Field Exploration Plan for boring locations.
2. Groundwater not encountered in any of the borings.
3. A truck mounted CME 550 drill rig equipped with an automatic hammer was used.
LOOSE, grayish brown, sand (SP)
Sandy clay/Clay
(CL/CH)
9-7-7-5 (14)
(N Auto) 4-3/4" Asphalt over 4" Limerock Base
B-02 Date Drilled: 03/26/2025
B.T. @ 6'-8 3/4"
BORE HOLE GROUTED
3-2-2-2 (4)
2-2-1-2 (3)
3-6-5-4 (11)
(N Auto) 3-5/8" Asphalt over 3" Limerock Base
B-03 Date Drilled: 03/26/2025
B.T. @ 6'-6 5/8"
BORE HOLE GROUTED
4-6-5-7 (11)
2-2-2-2 (4)
7-5-8-5 (13)
(N Auto) 8-1/2" Asphalt (No Base)
B-04 Date Drilled: 03/26/2025
B.T. @ 6'-8 1/2"
BORE HOLE GROUTED
10-7-8-6 (15)
5-4-4-3 (8)
10-10-10-10 (20)
DE
PT
H
DE
PT
H
(N Auto) 3-3/8" Asphalt over 4" Limerock Base
B-05 Date Drilled: 03/26/2025
B.T. @ 6'-7 3/8"
BORE HOLE GROUTED
8-11-10-9 (21)
6-5-4-4 (9)
10-8-10-10 (18)
(N Auto) 1-7/8" Asphalt over 4" Limerock Base-
B-06 Date Drilled: 03/26/2025
B.T. @ 6'-5 7/8"
BORE HOLE GROUTED
7-7-6-3 (13)
3-2-1-1 (3)
6-5-4-3 (9)
(N Auto) 1-3/8" Asphalt over 6" Limerock Base
B-07 Date Drilled: 03/26/2025
B.T. @ 6'-7 3/8"
BORE HOLE GROUTED
4-5-6-7 (11)
3-2-1-2 (3)
4-7-5-3 (12)
(N Auto) 2-1/4" Asphalt over 3" Limerock Base
B-08 Date Drilled: 03/26/2025
B.T. @ 6'-5 1/4"
BORE HOLE GROUTED
7-6-5-8 (11)
4-3-3-2 (6)
10-7-11-18 (18)
DE
PT
H
DE
PT
H
(N Auto) 1-7/8" Asphalt over 3" Limerock Base
B-09 Date Drilled: 03/26/2025
B.T. @ 6'-4 7/8"
BORE HOLE GROUTED
4-3-2-3 (5)
3-2-2-2 (4)
4-7-5-4 (12)
(N Auto) 1" Asphalt over 3" Limerock Base
B-10 Date Drilled: 03/26/2025
B.T. @ 6'-4"
BORE HOLE GROUTED
3-2-1-2 (3)
2-2-3-4 (5)
4-5-5-4 (10)
W= 11.9% -200= 5.1%
W= 15.2% -200= 5.2%
W= 6.5% -200= 2.4%
W= 4.7% -200= 2.4%
W= 3.7% -200= 1.4%
W= 7.3% -200= 3.2%
W= 6.3% -200= 2.6%
W= 7.5% -200= 8.7%
W= 7.1% -200= 4.8%
W= 11.6% -200= 4.3%
MEDIUM DENSE, grayish brown, sand with silt (SP-SM)
LOOSE, gray to tan, sand (SP)
MEDIUM DENSE to LOOSE, gray, sand (SP) MEDIUM DENSE, grayish brown to gray, sand (SP)
MEDIUM DENSE, grayish brown to gray, sand (SP)
MEDIUM DENSE to LOOSE, grayish brown to gray, sand (SP)
MEDIUM DENSE, grayish brown, sand with silt (SP-SM)
MEDIUM DENSE, grayish brown, sand with silt (SP-SM)
LOOSE, gray to brown, sand (SP)
MEDIUM DENSE to LOOSE, gray, sand (SP)
LOOSE, tan, clayey sand (SC)
MEDIUM DENSE to LOOSE, grayish brown to grayish tan, sand (SP) MEDIUM DENSE to LOOSE, gray to tan, sand (SP)
Plotted: C:\Users\Ahmad\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C062-C063-LOG.dwg - AhmadC:\Users\Ahmad\mohsen design group dropbox\MDG\Projects\ZPH\jac25012-zph-airfield-pavements-rehab\05-drawings\JAC25012-C062-C063-LOG.dwg - Ahmad - AhmadAhmad
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