ZAH_PLANS_Comb_BIDSET_250505.pdf

D

C

B

A

1 2 3 4 5 6

Issue Date:

PLOT DATE/TIME:

Drawing No.:

Project Title:

Drawing Title:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

J a c o b s E n g in e e ri n g G ro u p I n c

A

L L R

IG

H

T S

R E

S E

R V

E D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33618

ZEPHYRHILLS AIRPORT

HANGARS

05/05/2025

NOT FOR CONSTRUCTION

5401 W. KENNEDY BLVD. #900

TAMPA, FLORIDA 33609

P: 813-282-3500 www.Jacobs.com

5/2/2025 9:55:55 AM Autodesk Docs://US FL_D3779504_City of Zephyrhills_Airport Hangars/ZAH_ARCH_v23.rvt

D3779504

G-001

COVER SHEET

OV/BM

MK

ZEPHYRHILLS AIRPORT HANGARS

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

BID SET

LOCATION MAP: CONTACTS:

CLIENT:

NATHAN COLEMAN, DIRECTOR,

ZEPHYRHILLS AIRPORT

ARCHITECT:

JACOBS, KEVIN REGALADO, RA

3150 SW 38th ST., SUITE 700

MIAMI, FL 32801

TEL: 305.392.2453

SITE CIVIL:

MDG, ZIBA MOHAMMADI, PE

2202 N WESTSHORE BLVD, SUITE 200

TAMPA, FL 33607

TEL: 727.410.0391

LANDSCAPE ARCHITECT:

JACOBS, CHRISTINE CRESPO, RLA

5401 W KENNEDY BLVD, STE 300,

TAMPA, FL 33609

TEL: 813.281.7722

STRUCTURAL ENGINEER:

JACOBS, ADAM WARGA, PE

200 S ORANGE AVE, SUITE 900

ORLANDO, FL 32801

TEL: 407.903.5001

MECHANICAL ENGINEER:

JACOBS, ABEL VALIENTE, PE

643 SW 4TH AVE, GAINESVILLE, FL 32601

TEL: 352.384.7212

FIRE PROTECTION ENGINEER:

JACOBS, JACOB WATKINS, PE

1100 GLEBE RD. SUITE 500

ARLINGTON, VA 22201

TEL: 571.218.1663

PLUMBING ENGINEER:

JACOBS, BRANDON RUSSAKIS, PE

643 SW 4TH AVE, GAINESVILLE, FL 32601

TEL: 352.384.7151

ELECTRICAL ENGINEER:

JACOBS, BEMEN MAKARYOUS, PE

200 S ORANGE AVE, SUITE 900,

ORLANDO, FL 32801

TEL: 407.903.5001

SCOPE OF WORK:

THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF ONE NEW AIRCRAFT STORAGE

HANGAR, RELATED SITE WORK AND APRON IMPROVEMENTS AT THE MUNICIPAL

AIRPORT IN ZEPHYRHILLS FL. A SECOND NEW AIRCRAFT STORAGE HANGAR IS AN

ADDITIVE ALTERNATE.

SITE DATA:

SITE LOCATION: ZEPHYRHILLS MUNICIPAL AIRPORT

ADDRESS: 39450 SOUTH AVENUE, ZEPHYRHILLS, FL 33542

AUTHORITIES HAVING JURISDICTION: CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA

ZONING CLASSIFICATION: AP1 AIRPORT

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL NOTES

G-010 LIFE SAFETY CODE ANALYSIS

G-011 LIFE SAFETY PLAN

CIVIL

C001 COVER SHEET

C002 GENERAL NOTES AND ABBREVIATIONS

C020 PROJECT LAYOUT PLAN

C025 SHEET KEY MAP

C050 SAFETY AND SECURITY NOTES

C051 SAFETY AND SECURITY DETAILS

C052 AIRSPACE PROTECTION PLAN

C060 BORING LOCATION PLAN

C061 GEOTECHNICAL BORING LOG

C101 EXISTING CONDITIONS

C102 EXISTING CONDITIONS

C103 EXISTING CONDITIONS

C201 DEMOLITION PLAN

C202 DEMOLITION PLAN

C203 DEMOLITION PLAN

C301 SITE AND GEOMETRY PLAN

C302 SITE AND GEOMETRY PLAN

C401 GRADING PLAN

C402 GRADING PLAN

C501 DRAINAGE PLAN

INDEX:

TRUE NORTHPROJECT NORTH

SHEET NUMBER SHEET NAME

C502 DRAINAGE PLAN

C601 UTILITY PLAN

C602 UTILITY PLAN

C701 SECTIONS

C702 SECTIONS

C801 MARKING PLAN

C901 PAVEMENT SECTION AND DETAILS

C902 SITE DETAILS

C903 SITE DETAILS

C904 DUMPSTER ENCLOSURE DETAILS

C905 AIRFIELD STORM INLET AND CONTROL STRUCTURE DETAILS

C906 STORMCEPTOR STANDARD DETAIL

C907 SITE DETAILS

C908 SITE AND WATER DETAILS

C909 WATER DETAILS

C910 SANITARY SEWER DETAILS

C911 APRON MARKING DETAILS

LANDSCAPE

LA-100 LANDSCAPE PLA (OVERALL)

LA-200 PLANTING SCHEDULE AND LANDSCAPE NOTES

STRUCTURAL

S-001 GENERAL NOTES

S-002 ABBREVIATIONS AND SYMBOLS

S-003 WIND PRESSURE SCHEDULES

S-100 OVERALL FOUNDATION PLAN

S-101 FOUNDATION AND SLAB PLAN

SHEET NUMBER SHEET NAME

S-501 TYPICAL SECTIONS AND DETAILS

S-502 TYPICAL SECTIONS AND DETAILS

S-503 TYPICAL SECTIONS AND DETAILS

ARCHITECTURE

A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS, AND MATERIAL LEGEND

A-002 STANDARD & ACCESSIBLE MOUNTING HEIGHTS

A-011 SITE PLAN - ARCHITECTURAL

A-101 FLOOR PLAN

A-121 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED PLAN, INTERIOR ELEVATIONS, AND TOILET ACCESSORY

SCHEDULE

A-402 ENLARGED REFLECTED CEILING PLAN

A-501 PLAN AND SECTION DETAILS

A-502 ROOF & MISCELLANEOUS DETAILS

A-601 PARTITION TYPES AND DETAILS

A-701 DOOR & FINISH SCHEDULES, DOOR AND WINDOW TYPES, AND DETAILS

FIRE ALARM

FA-001 FIRE ALARM SYSTEM GEN NOTES, SYMBOLS, & ABBREV

FA-101 FIRE ALARM PLAN

FA-501 DETAILS

FA-502 FIRE ALARM MATRIX

SHEET NUMBER SHEET NAME

PLUMBING

P-001 PLUMBING LEGEND

P-101 UNDER SLAB PLAN

P-102 FLOOR PLAN

P-501 DETAILS

P-601 SCHEDULES

P-901 ISOMETRIC VIEWS

MECHANICAL

M-001 MECHANICAL LEGEND

M-101 FLOOR PLAN

M-301 SECTION VIEW

M-601 SCHEDULES AND SEQUENCE OF OPERATION

ELECTRICAL

E-001 LEGEND

E-002 GENERAL NOTES AND ABBREVIATIONS

E-010 SITE POWER PLAN

E-101 FLOOR PLAN - LIGHTING

E-102 FLOOR PLAN - POWER

E-103 LIGHTNING PROTECTION PLAN

E-104 HAZARD CLASSIFICATION PLAN

E-500 DETAILS

E-501 DETAILS

E-600 SINGLE LINE DIAGRAM & SCHEDULES

E-601 GROUNDING RISER DIAGRAM

E-700 PANEL SCHEDULES

D

C

B

A

1 2 3 4 5 6

Issue Date:

PLOT DATE/TIME:

Drawing No.:

Project Title:

Drawing Title:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

J a c o b s E n g in e e ri n g G ro u p I n c

A

L L R

IG

H

T S

R E

S E

R V

E D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33618

ZEPHYRHILLS AIRPORT

HANGARS

05/05/2025

NOT FOR CONSTRUCTION

5401 W. KENNEDY BLVD. #900

TAMPA, FLORIDA 33609

P: 813-282-3500 www.Jacobs.com

5/2/2025 9:55:55 AM Autodesk Docs://US FL_D3779504_City of Zephyrhills_Airport Hangars/ZAH_ARCH_v23.rvt

D3779504

G-002

GENERAL NOTES

BM

MK

GENERAL NOTES

1. THE TERMS “CONSTRUCTION CONTRACTOR,” “GENERAL CONTRACTOR,” AND

“CONTRACTOR” SHALL BE UNDERSTOOD TO BE THE SAME UNLESS

SPECIFICALLY NOTED OTHERWISE.

2. CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS

BEING PERFORMED.

3. CONTRACTOR TO SECURE DEMOLITION AND CONSTRUCTION PERMITS

REQUIRED FOR APPROVALS, WITH FEES PAID BY OWNER, PRIOR TO

COMMENCEMENT OF RELATED WORK.

4. EXAMINE THE DRAWINGS CAREFULLY AND PROMPTLY REPORT ANY ERROR OR

INCONSISTENCY, IN WRITING, TO THE ARCHITECT/ENGINEER FOR RESOLUTION.

5. DO NOT SCALE DRAWINGS; NOTED DIMENSIONS GOVERN. PROMPTLY NOTIFY

ARCHITECT/ENGINEER OF DISCREPANCIES, IN WRITING, FOR RESOLUTION.

6. DEVELOP, IMPLEMENT AND FOLLOW A CONSTRUCTION WASTE MANAGEMENT

PLAN THROUGHOUT PROJECT.

7. DEVELOP, IMPLEMENT AND FOLLOW AN INDOOR AIR QUALITY MANAGEMENT

PLAN DURING CONSTRUCTION.

8. PROVIDE A SAFETY PLAN PRIOR TO COMMENCEMENT OF WORK TO DELINEATE

CONSTRUCTION AREAS, SAFETY BARRIERS, EGRESS, EXITS, TRAFFIC CONTROLS,

AND TEMPORARY SIGNAGE THROUGH ALL PHASES OF CONSTRUCTION.

9. IT IS THE CONTRACTORS' RESPONSIBILITY TO BID AND BUILD FROM THE MOST

UP-TO-DATE SET OF COMPLETE CONSTRUCTION DOCUMENTS AVAILABLE.

RELEASE AND USE OF PARTIAL SETS OF CONSTRUCTION DOCUMENTS DURING

BIDDING AND/OR CONSTRUCTION DOES NOT RELIEVE THE CONTRACTOR

FROM SUCH RESPONSIBILITY AND NECESSARY COORDINATION AMONG

TRADES.

10. IT IS THE CONTRACTORS' RESPONSIBILITY TO BE AWARE OF COMMENTS MADE

BY AHJ PERTAINING TO CONSTRUCTION DOCUMENTS FIELD SET AND TO

INCORPORATE SAME IN SCOPE OF WORK, AS WELL AS TO NOTIFY

ARCHITECT/ENGINEER OF FIELD CHANGES ORDERED BY AHJ INSPECTORS.

11. DEVIATIONS FROM CONTRACT DOCUMENTS NECESSITATED BY FIELD

CONDITIONS ARE TO BE BROUGHT TO ARCHITECT/ENGINEER AND OWNER IN

WRITING, FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK.

12. PERFORM SITE VISIT AND VERIFY EXISTING CONDITIONS, WHICH, WHILE

DEPICTED WITH AS MUCH ACCURACY AS POSSIBLE, ARE REPRESENTATIVE AND

MUST BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK.

13. CONSTRUCTION, LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY

WITH APPLICABLE CODES, RULES AND REGULATIONS OF ALL AUTHORITIES

HAVING JURISDICTION. ANY DISCREPANCY, WHICH EXISTS BETWEEN THE

REQUIREMENTS OF THE PLANS, SPECIFICATIONS AND SAID CODES, RULES AND

REGULATIONS, IS TO BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER IN WRITING FOR RESOLUTION.

14. WORK FOR THE PROJECT IS TO CONFORM TO STANDARDS PUBLISHED BY

RECOGNIZED PROFESSIONAL AND INDUSTRY ORGANIZATIONS.

15. MANUFACTURED PRODUCTS, MATERIALS, AND ELEMENTS ARE TO BE

SUPPLIED, INSTALLED, CONNECTED, USED AND MAINTAINED IN ACCORDANCE

WITH MANUFACTURER’S WRITTEN INSTRUCTIONS UNLESS OTHERWISE SHOWN

OR DIRECTED.

16. SUBMIT SHOP DRAWINGS, WITH CALCULATIONS AS APPLICABLE, FOR

ARCHITECT/ENGINEER REVIEW FOR ALL NEW CONSTRUCTION ASSEMBLIES. NO

RELATED WORK WILL BEGIN WITHOUT RELATED SHOP DRAWING/SUBMITTAL

APPROVALS. COSTS FOR CHANGES REQUIRED TO WORK IN PLACE DUE TO

INSTALLATION PRIOR TO APPROVAL IS THE RESPONSIBILITY OF THE

CONTRACTOR.

17. DIMENSIONS MARKED “CLEAR” OR “CLR” ARE TO BE ACCURATELY MAINTAINED

AND SHALL ALLOW FOR THICKNESS OF WALL FINISHES.

18. WHERE THE TERM “OR EQUAL” IS USED IT IS TO BE UNDERSTOOD THAT THE

REFERENCE IS MADE SUBJECT TO THE JUDGEMENT OF THE

ARCHITECT/ENGINEER AND OWNER. ITEMS PROPOSED AS “EQUAL” SHALL BE

SUBMITTED TO DESIGN TEAM FOR REVIEW AND APPROVAL ALONG WITH

SAMPLES OF THE PROPOSED SUBSTITUTION ITEM/PRODUCT AS REQUESTED.

19. KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR

RUBBISH CAUSED BY CONSTRUCTION OPERATIONS. AT THE COMPLETION OF

THE WORK, REMOVE ALL WASTE MATERIALS AND RUBBISH FROM AND ABOUT

THE PROJECT AS WELL AS CONTRACTOR’S TOOLS, MACHINERY AND SURPLUS

MATERIALS.

20. PROVIDE TEMPORARY BARRIERS/PARTITIONS AROUND WORK AREAS TO

PREVENT UNAUTHORIZED ENTRY, AND TEMPORARY SIGNAGE IN ACCORDANCE

WITH SUBMITTED SAFETY PLAN.

21. COORDINATE SEQUENCING AND WORK AMONG TRADES AND FACILITATE

REMOVAL / REINSTALLATION / REPAIR OF INSTALLED CONSTRUCTION AS

NECESSARY TO ACCESS WORK AREAS REGARDLESS OF TRADES AFFECTED.

22. WHERE SELECTIVE DEMOLITION IS REQUIRED, FURNISH LABOR AND

MATERIALS REQUIRED TO COMPLETE THE DEMOLITION AND SELECTIVE

REMOVAL AND SUBSEQUENT OFF-SITE DISPOSAL OR STORAGE OF ITEMS AS

REQUIRED AND COORDINATED WITH OWNER.

23. CONTRACTOR RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING

REQUIRED TO COMPLETE THE WORK OR TO RESTORE WORK WHICH HAS BEEN

CUT OR REMOVED FROM ITS ORIGINAL CONDITION THAT IS INDICATED TO

REMAIN.

24. VERIFY ROUGH-IN DIMENSIONS FOR EQUIPMENT AND FIXTURES PRIOR TO

INSTALLATION.

25. VERIFY ROUGH OPENINGS PRIOR TO CUTTING OPENING AND INSTALLATION OF

ITEMS.

26. VERIFY LOCATION OF STRUCTURAL MEMBERS PRIOR TO CUTTING OR

CORING. PROVIDE TEMPORARY BRACING AS REQUIRED.

27. PIPE, DUCT, CONDUIT, AND OTHER PENETRATIONS THROUGH FIRE RATED

WALLS OR PARTITIONS SHALL BE PROVIDED WITH CLOSURES EQUAL IN

RATING TO THE WALL BEING PENETRATED.

28. ITEMS NOT LOCATED BY DIMENSION (DOORS, ETC.) MAY BE MOVED

SLIGHTLY TO ACCOMMODATE CONSTRUCTION (SUCH AS CMU COURSING).

NOTIFY ARCHITECT/ENGINEER IF DIFFERENCE IS 2" OR GREATER OR WHERE

UNFORESEEN CONFLICT OCCURS.

29. PLUS/MINUS DIMENSIONS ARE NOT TO VARY BY MORE THAN 2” WITHOUT

APPROVAL OF ARCHITECT/ENGINEER.

30. PROVIDE BASES AND BLOCKING REQUIRED FOR ACCESSORIES, FIXTURES,

MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT.

31. WALL ANGLES ARE 90 OR 45 DEGREES UNLESS NOTED OTHERWISE.

32. EXAMINE PRIMED SURFACES TO RECEIVE FINISH COATING FOR

COMPATIBILITY. WHERE NON-COMPATIBLE PRIMER EXISTS, A BARRIER COAT

SHALL BE APPLIED PRIOR TO APPLICATION OF FINISH COAT.

33. PROVIDE CAULKING/SEALANT AT TRANSITION JOINTS BETWEEN DIFFERENT

MATERIALS AND WHERE THEY MEET OTHER SURFACES.

34. PENETRATIONS/OPENINGS IN RATED PARTITIONS SHALL BE FIRE-CAULKED

TO MAINTAIN FIRE RATING, TYPICAL THROUGHOUT.

35. DOOR HARDWARE SCHEDULE HAS BEEN DEVELOPED FOR DESIGN INTENT

ONLY. HARDWARE PROVIDER IS RESPONSIBLE FOR VERIFYING THE

FUNCTION AND COMPATIBILITY OF COMPONENTS.

36. PRODUCTS AND SYSTEMS WHICH COMPRISE THE BUILDING ENVELOPE AND

STRUCTURAL FRAME MUST HAVE FLORIDA PRODUCT APPROVAL, OR LOCAL

EQUIVALENT (EG. MIAMI-DADE NOTICE OF APPROVAL), TO COMPLY WITH

THE FBC: PANEL WALLS, EXTERIOR DOORS, ROOFING PRODUCTS,

SKYLIGHTS, EXTERIOR WINDOWS, SHUTTERS/IMPACT PROTECTION

SYSTEMS, AND STRUCTURAL COMPONENTS.

37. DIMENSIONS IN ADA STANDARDS EXPRESSED AS A RANGE (EG.: 34" TO 38")

INHERENTLY ALLOW FOR MINOR STANDARD CONSTRUCTION DEVIATIONS,

THEREFORE, NO DEVIATION OUTSIDE THE STATED RANGE IS PERMITTED.

ADA DIMENSIONS STATED AS MAXIMUM OR MINIMUM MAY NOT DEVIATE

BEYOND THE STATED MAXIMUM OR MINIMUM AND MAY ALSO BE SUBJECT

TO ADA DEFINED REACH RANGES. WHERE FIELD CONDITIONS NECESSITATE

CHANGES TO ELEMENTS GOVERNED BY ADA REQUIREMENTS, CONSULT

WITH ARCHITECT/ENGINEER PRIOR TO IMPLEMENTING CHANGE.

38. BUILDING IS DESIGNED AS A PRE-ENGINEERED METAL BUILDING. SIZES OF

COLUMNS, GIRTS, METAL PANELS, ETC. IF SHOWN OR INDICATED ARE FOR

REFERENCE ONLY. FOOTING LOADS SHOWN ARE REPRESENTATIVE OF THE

BASIS OF DESIGN. FINAL FOOTING DESIGN AND DETAILS MAY BE MODIFIED

TO MEET REQUIREMENTS OF THE PEMB MANUFACTURER. MANUFACTURER

SHALL PROVIDE ENGINEERED SHOP DRAWINGS FOR REVIEW. COMPONENTS

SHALL BE SIZED AS NECESSARY TO MEET PERFORMANCE REQUIREMENTS.

39. DRAWINGS HEREIN PROVIDE DESIGN INTENT FOR MATERIALS, LAYOUT, AND

APPEARANCE OF PEMB. DESIGN RESPONSIBILITY FOR THE FOLLOWING

ENGINEERED SYSTEMS AND COMPONENTS IS DELEGATED TO A QUALIFIED

SPECIALTY ENGINEER LICENSED IN THE STATE OF INSTALLATION AND

RETAINED BY THE CONTRACTOR, TO INCLUDE BUT NOT BE LIMITED TO: PRE-

ENGINEERED METAL BUILDING (PEMB) SYSTEM AND ASSOCIATED ANCHOR

BOLT DESIGN, ROOF/ WALL PANELS AND CONNECTIONS, AND HANGAR

DOOR SYSTEM WHERE APPLICABLE. DELEGATED ENGINEERED SYSTEMS AND

COMPONENTS MUST SATISFY FBC, ASCE 7, AND REQUIREMENTS OF

APPLICABLE MATERIAL-SPECIFIC STANDARDS.

40. SELECTED BUILDING MANUFACTURER TO ASSIST CONTRACTOR IN

OBTAINING PERMITS FOR CONSTRUCTION, TO INCLUDE BUT NOT BE LIMITED

TO PROVIDING SIGNED AND SEALED ENGINEERED DRAWINGS AND

CALCULATIONS FOR A COMPLETE INSTALLATION OF PEMB AND ACCESSORY

COMPONENTS FOR A FULLY FUNCTIONAL STRUCTURE, AND AS REQUIRED

BY AUTHORITIES HAVING JURISDICTION.

41. PROJECT WORK IS IN VICINITY OF ACTIVE AIRFIELD. REFER TO FAA ADVISORY

CIRCULARS AC-150-5210-24A FOR GUIDANCE REGARDING FOREIGN OBJECT

DEBRIS (FOD) PREVENTION AND MANAGEMENT AND AC-150-5370-2G

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION . ASBESTOS

AND OTHER HAZARDOUS MATERIALS ARE NOT EXPECTED TO BE

ENCOUNTERED DURING THE COURSE OF THIS WORK. IF ASBESTOS OR

OTHER HAZARDOUS MATERIAL IS FOUND, STOP WORK IMMEDIATELY,

CORDON OFF AFFECTED AREA AND NOTIFY OWNER TO PROCURE

ABATEMENT PRIOR TO CONTINUATION OF WORK.

42. IF ANY UNUSUAL ODORS, SOIL STAINS OR BURIED WASTES ARE

ENCOUNTERED, STOP WORK IMMEDIATELY AND NOTIFY OWNER.

43. ASBESTOS IS NOT EXPECTED TO BE ENCOUNTERED DURING THE COURSE OF

THIS WORK. IF ASBESTOS IS FOUND, STOP WORK IMMEDIATELY, CORDON

OFF AFFECTED AREA AND NOTIFY OWNER TO PROCURE ASBESTOS

ABATEMENT PRIOR TO CONTINUATION OF WORK.

44. CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK AND

INSTALLED MATERIALS FOR A MINIMUM PERIOD OF ONE YEAR FROM DATE

OF COMPLETION AS ESTABLISHED BY OWNER/ARCHITECT, OR AS PROVIDED

IN CONTRACT/DIVISION 1 SPECIFICATIONS.

TD = XX

DE = XX

CP = XX

X

Y

W

Z

TRAVEL DISTANCE (MEASURED IN FEET)

MAXIMUM PERMITTED

STORAGE: 200 FEET

COMMON PATH (MEASURED IN FEET)

MAXIMUM PERMITTED

STORAGE: 50 FEET

DEAD END CORRIDOR (MEASURED IN FEET)

MAXIMUM PERMITTED (MOST RESTRICTIVE)

STORAGE: 50 FEET

EGRESS CAPACITY

W = EXIT CAPACITY FACTOR (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

FIRE EXTINGUISHERS FE

D

C

B

A

1 2 3 4 5 6

Issue Date:

PLOT DATE/TIME:

Drawing No.:

Project Title:

Drawing Title:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

J a c o b s E n g in e e ri n g G ro u p I n c

A

L L R

IG

H

T S

R E

S E

R V

E D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33618

ZEPHYRHILLS AIRPORT

HANGARS

05/05/2025

NOT FOR CONSTRUCTION

5401 W. KENNEDY BLVD. #900

TAMPA, FLORIDA 33609

P: 813-282-3500 www.Jacobs.com

5/2/2025 10:46:21 AM Autodesk Docs://US FL_D3779504_City of Zephyrhills_Airport Hangars/ZAH_FP_v23.rvt

3779504

G-010

LIFE SAFETY CODE

ANALYSIS

MO

JW

LIFE SAFETY GENERAL NOTESLIFE SAFETY ABBREVIATIONSLIFE SAFETY SYMBOLS

AFF

AHJ

AVG

CP

ELEV

FBC

FPDOR

FT

IN

LSC

MIN

NFPA

NP

NC

NIC

NTS

OLF

SQFT

TD

UNO

ABOVE FINISHED FLOOR

AUTHORITY HAVING JURISDICTION

AVERAGE

COMMON PATH

ELEVATION

FLORIDA BUILDING CODE

FIRE PROTECTION DESIGNER OF RECORD

FOOT

INCH

LIFE SAFETY CODE

MINIMUM

NATIONAL FIRE PROTECTION ASSOCIATION

NOT PERMITTED

NONCOMBUSTIBLE

NOT IN CONTRACT

NOT TO SCALE

OCCUPANT LOAD FACTOR

SQUARE FEET

TRAVEL DISTANCE

UNLESS NOTED OTHERWISE

APPLICABLE CODES:

- FLORIDA BUILDING CODE (2023 EDITION)

- FLORIDA FIRE PREVENTION CODE

- NFPA 1, FIRE CODE, FLORIDA EDITION (2021 EDITION)

- NFPA 101FL LIFE SAFETY CODE, FLORIDA EDITION (2021 EDITION)

- NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS (2018 EDITION)

- NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING VENTILATION SYSTEMS (2021 EDITION)

- NFPA 70, NATIONAL ELECTRICAL CODE (2020 EDITION)

- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2019 EDITION)

- NFPA 409, STANDARD ON AIRCRAFT HANGARS (2016 EDITION)

CONSTRUCTION TYPE: TYPE IIB

OCCUPANCY: GROUP S-1: MODERATE HAZARD STORAGE

HANGAR CLASSIFICATION: GROUP III

SPRINKLERED: NO

FIRE ALARM: YES

STANDPIPE: NO

FIRE EXTINGUISHERS: YES

ALLOWABLE HEIGHT: GROUP S-1: 2 STORIES / 55 FT

ACTUAL HEIGHT: 1 STORY/30 FT

ALLOWABLE AREA: GROUP S-1: 17,500 SF

ACTUAL AREA: 5,995 SQFT

REQUIRED FIRE

RESISTANCE RATINGS:

BUILDING ELEMENT FIRE RESISTANCE RATING

STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NONBEARING WALLS/

PARTITIONS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

EGRESS

REQUIREMENTS: BASED ON FBC CHAPTER 10 AND NFPA 101 CHAPTER 7

MINIMUM NUMBER OF EXITS: 2

MAXIMUM TRAVEL DISTANCE: GROUP S = 200 FEET (FFCP NFPA 101FL TABLE 42.2.6)

MAXIMUM DEAD-END: GROUP S = 50 FEET (FFCP NFPA 101FL TABLE 42.2.5)

MAXIMUM COMMON PATH: GROUP S = 50 FEET (FFCP NFPA 101FL TABLE 42.2.5)

MINIMUM EGRESS WIDTH 32 INCHES (FFCP NFPA 101FL 7.2.1.2.3.2)

DOORS:

DOOR EGRESS CAPACITY: 0.2 IN/OCC (FFCP NFPA 101FL TABLE 7.3.3.1)

0.2

0.2

0.2

CP = 13' 4"

T D

HANGAR # 20

OFFICE

RESTROOM

48.55 SF

TD = 36' 6"

T D

TD = 46' 10"

TD = 55' 7"

FEFE

FE

LIFE SAFETY OCCUPANT DATA

OCCUPANT LOAD

TOTAL FLOOR AREA: 5,878 SQFT

TOTAL STORAGE USE AREA: 5,721 SQFT

TOTAL BUSINESS USE AREA: 157 SQFT

BUSINESS OCCUPANT LOAD FACTOR: 150 GROSS SQFT PER OCCUPANT

BUSINESS OCCUPANT LOAD: 2 PERSONS

STORAGE OCCUPANT LOAD: 12 PERSONS

TOTAL OCCUPANT LOAD: 14 PERSONS

MEANS OF EGRESS CAPACTIY AND EXITS

THREE EXTERIOR EXIT DOORS ARE PROVIDED WITH A TOTAL CUMULATIVE CLEAR WIDTH OF 102 IN.

TOTAL EXIT CAPACITY: 510 PERSONS

0 8' 16' 24'2' 4'

GRAPHIC SCALE: 1/8" = 1'-0"

D

C

B

A

1 2 3 4 5 6

Issue Date:

PLOT DATE/TIME:

Drawing No.:

Project Title:

Drawing Title:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

J a c o b s E n g in e e ri n g G ro u p I n c

A

L L R

IG

H

T S

R E

S E

R V

E D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33618

ZEPHYRHILLS AIRPORT

HANGARS

GENERAL NOTES:

KEY NOTES:

GRAPHIC SCALE:

TRUE

NORTH

05/05/2025

NOT FOR CONSTRUCTION

5401 W. KENNEDY BLVD. #900

TAMPA, FLORIDA 33609

P: 813-282-3500 www.Jacobs.com

5/2/2025 10:46:22 AM Autodesk Docs://US FL_D3779504_City of Zephyrhills_Airport Hangars/ZAH_FP_v23.rvt

3779504

G-011

LIFE SAFETY PLAN

MO

JW

1/8" = 1'-0"

LIFE SAFETY PLAN1

NON-BUSINESS LIFE SAFETY OCCUPANT SCHEDULE

NUMBER NAME AREA OLF SF/P

OCCUPANT

LOAD

101 HANGAR 5721 SF 500 12

TOTAL (NON-BUSINESS): 12

A. REFER TO SHEET G-010 FOR LIFE SAFETY GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS.

B. BUSINESS LOAD IS CUMULATIVE FOR RESTROOMS, OFFICES,

AND ADMINISTRATIVE AREAS.

PROJECT AREA

LOCATION MAP VICINITY MAP

1"=1 MILE

PROJECT AREA

BID SET

C001

ZEPHYRHILLS AIRPORT HANGARS

MDG PROJECT # JAC23007

DATE: 05/05/2025

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

5401 W. KENNEDY BLVD., #900

TAMPA, FL 33609

DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS.

DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING

MOHSEN DESIGN GROUP.

AutoCAD SHX Text Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C001-COV.dwg 5/6/2025 4:23 PM - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C001-COV.dwg 5/6/2025 4:23 PM - Yan 5/6/2025 4:23 PM - Yan5/6/2025 4:23 PM - Yan - YanYan

C002

GENERAL NOTE AND

ABBREVIATIONS

05/05/2025

JAC23007

YZY

ZM

5401 W. KENNEDY BLVD., #900

TAMPA, FL 33609

p:813-282-3500 www.Jacobs.com

D

C

B

A

1 2 3 4 5 6

Issue Date:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

Ja co bs

E ng in ee rin g

G ro up In c.

A

LL

R

IG

H

TS

R

ES

ER

VE

D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

ZEPHYRHILLS AIRPORT

HANGARS

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33607

Drawing No.:

Drawing Title:

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. IT IS THE CONTRACTOR’S RESPONSIBILITY TO REPORT TO THE ENGINEER OF RECORD ANY DISCREPANCIES BETWEEN SURVEY, REPORTS, HISTORICAL DOCUMENTS, AND THE CURRENT DESIGN DOCUMENTS AND SPECIFICATIONS, COMPARED TO THE ACTUAL FIELD CONDITIONS, FAILURE TO DO SO PRIOR TO PROCEEDING WITH ANY ACTIVITY MAY RESULT IN FORFEITURE OF ANY CONTRACTOR CLAIM

FOR TIME, COST AND OTHER EXPENSES.

3. 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.

4. 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.

5. 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.

6. 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.

7. THE OWNER AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES OF CONSTRUCTION OR SAFETY PRECAUTIONS.

8. THE CONTRACTOR WILL ENSURE ALL THE CONSTRUCTION PERSONNEL HAVE IN THEIR POSSESSION, AT ALL TIMES WHILE WORKING

WITH IN THE AIRPORT OPERATIONS AREA, A VALID STATE ISSUED I.D.

9. THE CONTRACTOR SHALL OBTAIN ALL THE PERMITS AND LICENSES REQUIRED FOR CONSTRUCTION. THE COST FOR THESE PERMITS SHALL BE INCLUDED IN THE UNIT PRICE FOR MOBILIZATION. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.

10. 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.

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 EXPENSE TO THE OWNER.

12. 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.

13. 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.

14. 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.

15. 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.

16. IF THE CONTRACTOR ENCOUNTERS SOIL STAINS, UNUSUAL ODORS, OR BURIED WASTE, WORK SHALL BE STOPPED AND THE OWNER

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 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.

18. THE DISTURBANCE OF LANDS AND WATERS THAT ARE OUTSIDE THE LIMITS OF CONSTRUCTION IS PROHIBITED, EXCEPT AS FOUND

NECESSARY AND APPROVED BY THE OWNER.

19. 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.

20. MINIMUM POSSIBLE AREAS OF OPEN GRADING, BORROW OR AGGREGATE EXCAVATION SHALL BE EXPOSED AT ONE TIME, CONSISTENT

WITH THE PROGRESS OF THE WORK.

21. 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.

22. 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.

23. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.

24. ANY DEWATERING, DEWATERING PERMITS AND FEES SHALL BE CONSIDERED INCIDENTAL TO MOBILIZATION. NO SEPARATE

MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.

25. DURING THE USE OF CRANE, A NOTAM MUST BE ISSUED AND THE RUNWAY 5-23 MUST BE CLOSED.

AG ---

BGV ---

BRL ---

C ---

CB ---

CF ---

CL, C ---

CLF ---

CO ---

CONC ---

CMP ---

CMON ---

CSH ---

CSL ---

CSSO ---

CY ---

DIA ---

DRM ---

DWG ---

E ---

EA ---

EC ---

EL, ELEV ---

ENG ---

EP ---

EVC ---

EOP ---

EQ ---

EX, EXIST, (E) ---

EXC ---

EXP JT ---

FAA ---

FAR ---

FCIR ---

FG ---

HGL ---

HP ---

HOR ---

HYD ---

ID ---

INV ---

LB ---

LF ---

LONG ---

LP ---

LS ---

LT ---

MAX ---

MH ---

MIN ---

MISC ---

MON ---

MULT ---

MSL ---

N ---

NIC ---

NO ---

NTS ---

OC ---

OD ---

OFA ---

OFZ ---

PACS ---

PC ---

PCC ---

PI ---

PL ---

PVC ---

PSI ---

PSM ---

R ---

RC ---

RCP ---

REF ---

REINF ---

RPZ ---

RSA ---

RT ---

RWY, R/W ---

S ---

SACS ---

SCIR ---

SD ---

SEC ---

SF ---

SS ---

STA ---

STD ---

S.W.P.P.P.---

SY ---

TOPO ---

TRAV ---

TSA ---

TWY, T/W ---

TYP ---

VERT ---

W ---

WPB ---

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

NOT IN CONTRACT

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

SURVEY NOTES:

1. THIS IS A TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 5J-17, FLORIDA

ADMINISTRATIVE CODE. SAID SURVEY MEETS THE "STANDARDS OF PRACTICE" FOR

SURVEYING AND MAPPING, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL

SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE,

PURSUANT TO SECTION 472.027, FLORIDA STATUTES.

2. THE TOPOGRAPHIC INFORMATION IS BASED UPON A GROUND SURVEY, FIELD WORK

COMPLETED ON DECEMBER 13, 2023. THE CONTOUR INTERVAL IS ONE HALF FOOT.

3. HORIZONTAL DATA IS BASED UPON THE NORTH AMERICAN DATUM 1983, 2011

ADJUSTMENT, FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE. BEARINGS

ARE GRID NORTH. HORIZONTAL POSITIONING WAS DERIVED UTILIZING THE PRIMARY AND

SECONDARY AIRPORT CONTROL STATIONS (PACS) AND (SACS) DEPICTED HEREON.

4. THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) AND ARE BASED UPON TO FOLLOWING NATIONAL

GEODETIC SURVEY BENCHMARKS:

(NGS DL7543) "K 736", STEEL DEEP ROD MONUMENT; ELEVATION 80.37 (NAVD88).

(NGS AL7876) "ZEPHYRPORT", STEEL DEEP ROD MONUMENT; ELEVATION 80.76 (NAVD88).

5. THIS SURVEY WAS PERFORMED UTILIZING A COMBINATION OF G.P.S. (R.T.K.),

TERRESTRIAL SCANNING, ROBOTIC TOTAL STATION AND DIGITAL LEVELING EQUIPMENT

WITH REDUNDANT MEASUREMENTS. THE RELATIVE VERTICAL ACCURACY OF PAVEMENT

AND HARD SURFACES OBSERVED ARE ESTIMATED AT +/- 0.03 FEET AND GROUND

SURFACES AT +/- 0.1 FEET AT 95% CONFIDENCE LEVEL. THE RELATIVE HORIZONTAL

ACCURACY OF FEATURES LOCATED ARE ESTIMATED TO BE WITHIN 0.1 FEET.

6. ALL COORDINATES AND DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND

DECIMALS THEREOF.

7. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND SEAL OF A FLORIDA LICENSED

SURVEYOR AND MAPPER.

8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHERS THAN THE

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE

SIGNING PARTY OR PARTIES.

Sheet List Table Sheet Number Sheet Title

C001 COVER SHEET

C002 GENERAL NOTE AND ABBREVIATIONS

C020 PROJECT LAYOUT PLAN

C025 SHEETS KEY MAP

C050 SAFETY AND SECURITY NOTES

C051 SAFETY AND SECURITY DETAILS

C052 AIRSPACE PROTECTION PLAN

C060 BORING LOCATION PLAN

C061 GEOTECHNICAL BORING LOG

C101 EXISTING CONDITIONS

C102 EXISTING CONDITIONS

C103 EXISTING CONDITIONS

C201 DEMOLITION PLAN

C202 DEMOLITION PLAN

C203 DEMOLITION PLAN

C301 SITE AND GEOMETRY PLAN

C302 SITE AND GEOMETRY PLAN

C401 GRADING PLAN

C402 GRADING PLAN

C501 DRAINAGE PLAN

C502 DRAINAGE PLAN

C601 UTILITY PLAN

C602 UTILITY PLAN

C701 SECTIONS

C702 SECTIONS

C801 MARKING PLAN

C901 PAVEMENT SECTION AND DETAILS

C902 SITE DETAILS

C903 SITE DETAILS

C904 DUMPSTER ENCLOSURE DETAILS

C905 AIRFIELD STORM INLET AND CONTROL STRUCTURE DETAILS

C906 STORMCEPTOR STANDARD DETAIL

C907 SITE DETAILS

C908 SITE AND WATER DETAILS

C909 WATER DETAILS

C910 SANITARY SEWER DETAILS

C911 APRON MARKING DETAILS

Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C002-GNA.dwg - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C002-GNA.dwg - Yan - YanYan

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X

XXXXXXXXXX

XX

TO

E

TO

E

TOE

TOBTOBTOBTOBTOBTOBTOB

TO

B

TOB TOB TOB TOB TOB TOB TOB

TO

B

TOB

TOB

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

BRL BRL BRL BRL

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

SA

N

FM

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ

O

FZ

O

FZ

O

FZ

O

FZ

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RS

A

RS

A

RO

FA

RO

FA

TSA TSA TSA TSA

TSA

TOFA TOFA TOFA TOFA

TOFA

TSA TSA TSA TSA TSA

TSATOFA TOFA TOFA TOFA

TOFA

CONTRACTOR

STAGING AREA

CONSTRUCTION HAUL ROUTE

CONSTRUCTION ACCESS GATE

TA

XI

W

AY

B

TAXIWAY F

DITCH

EXISTING T-HANGARS

EXISTING HANGAR

GOLF COURSE POND

PROJECT LIMITS

BOX

HANGAR

AP

R

O N

BOX

HANGAR

ACCESS ROAD

RUNWAY 5-23

SERVICE ROAD

DUMPSTER

52' 63.5'

76.8' 95.2'

LIFT STATION

AIRPORT PROPERTY LINE

PONDPOND

DITCH

5401 W. KENNEDY BLVD., #900

TAMPA, FL 33609

p:813-282-3500 www.Jacobs.com

D

C

B

A

1 2 3 4 5 6

Issue Date:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

Ja co bs

E ng in ee rin g

G ro up In c.

A

LL

R

IG

H

TS

R

ES

ER

VE

D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

ZEPHYRHILLS AIRPORT

HANGARS

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33607

Drawing No.:

Drawing Title:

C020

PROJECT LAYOUT PLAN

05/05/2025

JAC23007

YZY

ZM

0' 200'100'

AIRPORT PROPERTY LINE

PROJECT LIMITS

EXISTING HANGAR BUILDING

EXISTING PAVEMENT

EXISTING TAXIWAY OBJECT FREE AREA

EXISTING RUNWAY OBJECT FREE AREA

EXISTING RUNWAY SAFETY AREA

EXISTING OBSTACLE FREE ZONE

EXISTING AIRPORT FENCE

EXISTING WATER MAIN

EXISTING FORCE MAIN

EXISTING RECLAIMED WATER MAIN

NEW SIDEWALK

NEW PAVEMENT

STAGING AREA

NEW BOX HANGAR BUILDING

HAUL ROUTES/CONSTRUCTION ACCESS

BUILDING RESTRICTION LINE

TAXIWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

NEW WATER MAIN

NEW FORCE MAIN

NEW SANITARY SEWER LINE

LEGEND

OFZ OFZ

X X

TOFA TOFA

RSA RSA

ROFA ROFA

BRL BRL

TSA TSA

TOFA TOFA

FM FM

W W

FM FM

W W

SAN SAN

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 TAXILANE 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.

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text S

Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C020-PLP.dwg - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C020-PLP.dwg - Yan - YanYan

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X

XXXXXXXXX

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

TO

E

TO

E

TOE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

CONSTRUCTION ACCESS GATE

TA

XI

W

AY

B

TAXIWAY F

DITCH

DITCH

EXISTING T-HANGARS

EXISTING HANGAR

GOLF COURSE POND

PROJECT LIMITS

BOX

HANGAR

AP

R

O N

BOX

HANGAR

ACCESS ROAD

RUNWAY 5-23

SERVICE ROAD

AIRPORT PROPERTY LINE

PONDPOND

C020 C025 C052

C060 C101 C201 C301 C401 C501 C601

C102 C202 C302 C402 C502

C103 C203 C602

C801

5401 W. KENNEDY BLVD., #900

TAMPA, FL 33609

p:813-282-3500 www.Jacobs.com

D

C

B

A

1 2 3 4 5 6

Issue Date:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

Ja co bs

E ng in ee rin g

G ro up In c.

A

LL

R

IG

H

TS

R

ES

ER

VE

D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

ZEPHYRHILLS AIRPORT

HANGARS

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33607

Drawing No.:

Drawing Title:

C025

SHEETS KEY MAP

05/05/2025

JAC23007

YZY

ZM

0' 200'100'

AIRPORT PROPERTY LINE

PROJECT LIMITS

EXISTING HANGAR BUILDING

EXISTING PAVEMENT

EXISTING AIRPORT FENCE

EXISTING WATER MAIN

EXISTING FORCE MAIN

EXISTING RECLAIMED WATER MAIN

NEW SIDEWALK

NEW PAVEMENT

STAGING AREA

NEW WATER MAIN

NEW FORCE MAIN

NEW SANITARY SEWER LINE

LEGEND

X X

FM FM

W W

SAN SAN

FM FM

W W

Plotted: c:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C025-KEY.dwg - Yanc:\Users\Yan\mohsen design group dropbox\MDG\Projects\ZPH\jac23007-box hangar development\05-drawings\JAC23007-C025-KEY.dwg - Yan - YanYan

5401 W. KENNEDY BLVD., #900

TAMPA, FL 33609

p:813-282-3500 www.Jacobs.com

D

C

B

A

1 2 3 4 5 6

Issue Date:

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

Ja co bs

E ng in ee rin g

G ro up In c.

A

LL

R

IG

H

TS

R

ES

ER

VE

D

AT: ZEPHYRHILLS MUNICIPAL AIRPORT

BID SET

39450 SOUTH AVE, ZEPHYRHILLS, FL 33542

Project #:

Drawn By:

Checked By:

REVISIONS

DESCRIPTION DATEMARK

ZEPHYRHILLS AIRPORT

HANGARS

MOHSEN DESIGN GROUP INCORPORATED

2202 N. WEST SHORE BLVD., SUITE 200

TAMPA, FL 33607

Drawing No.:

Drawing Title:

C050

SAFETY AND SECURITY

NOTES

05/05/2025

JAC23007

YZY

ZM

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 CONTRACTORS 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 SAFETY AREA (TSA) AND TAXIWAY OBJECT FREE AREA

(TOFA) SHALL NOT BE PERMITTED UNLESS THE TAXIWAY IS CLOSED.

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 A

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.

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…