SCHEDULE I

RUNWAY 13-31

LIGHTING

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TAXIWAY A SCHEDULE II

RUNWAY 31 PAPI

REPLACEMENT

RUNWAY 13/31

SCHEDULE III

RUNWAY 18/36

LIGHTING

(NON-FEDERAL)

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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PROVO MUNICIPAL AIRPORT

VICINITY MAP

NOT TO SCALE

SITE PLAN

NOT TO SCALE

PROJECT TEAM SCHEDULES OF WORK

35 South 400 West St Suite 200

435.673.4677 St. George, UT 84770

2026 RUNWAY LIGHTING PROJECT

PROVO, UTAH

PVU

UTAH

PROVO

SALT

LAKE

CITY

GREEN

RIVER

ST. GEORGE

LOGAN

• SCHEDULE I •

RUNWAY 13-31 LIGHTING

AIP PROJECT NO. 3-49-0027-069-2026

SPONSORED BY

· PROVO CITY CORPORATION

· FAA - FEDERAL AVIATION ADMINISTRATION

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G001

COVER SHEET

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• SCHEDULE II •

RUNWAY 31 PAPI

REPLACEMENT

• SCHEDULE III •

RUNWAY 18-36 LIGHTING

(NON-FEDERAL)

SUMMARY OF APPROXIMATE QUANTITIES

ITEM NO. ITEM DESCRIPTION UNITS

SCHEDULE I SCHEDULE II SCHEDULE III

ESTIMATE AS BUILT ESTIMATE AS BUILT ESTIMATE AS BUILT

C-105 MOBILIZATION LS 1 1 1

L-108a INSTALL #8 AWG L-824C, 5000V, WIRE LF 0 0 15,674

L-108b INSTALL #6 AWG BARE COPPER COUNTERPOISE, INCLUDING GROUND RODS

AND TERMINATIONS LF 0 0 18,747

L-108c INSTALL #8 AWG THWN-2, 600V, WIRE LF 0 0 27,064

L-108d INSTALL #6 AWG L-824C, GROUND WIRE LF 0 0 6,766

L-110a INSTALL 1-2" SCH. 40 PVC CONDUIT, DIRECT EARTH BURIED LF 0 0 18,396

L-110b INSTALL 1-2" SCH. 40 PVC CONDUIT, CONCRETE ENCASED LF 0 0 351

L-115a INSTALL NEW L-827B JUNCTION BOX EA 0 0 2

L-125a REMOVE EXISTING RUNWAY EDGE LIGHT, COMPLETE EA 86 0 62

L-125b REMOVE EXISTING RUNWAY THRESHOLD LIGHT, COMPLETE EA 16 0 16

L-125c REMOVE EXISTING PAPI SYSTEM FROM EXISTING CONCRETE

FOUNDATIONS, COMPLETE EA 0 1 1

L-125d INSTALL NEW LED L-861 RUNWAY EDGE LIGHT ON EXISTING BASE, COMPLETE EA 86 0 0

L-125e INSTALL NEW LED L-861E RUNWAY THRESHOLD LIGHT ON EXISTING BASE, COMPLETE EA 16 0 0

L-125f INSTALL NEW LED L-850C IN-PAVEMENT RUNWAY EDGE LIGHT ON EXISTING

BASE, COMPLETE EA 2 0 0

L-125g INSTALL NEW LED L-861 RUNWAY EDGE LIGHT ON NEW BASE, COMPLETE EA 0 0 63

L-125h INSTALL NEW LED L-861E RUNWAY THRESHOLD LIGHT ON NEW BASE, COMPLETE EA 0 0 16

L-125i INSTALL NEW LED L-849E REIL, COMPLETE EA 0 0 2

L-125j INSTALL NEW LED L-881 PAPI SYSTEM ON EXISTING FOUNDATIONS, COMPLETE EA 0 1 1

T-901a SEEDING WITH HYRDOMULCH AC 0 0 2

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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AIP-069

G002

INDEX OF DRAWINGS &

SUMMARY OF

APPROXIMATE

QUANTITIES

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Sheet List Table

SHEET

NUMBER SHEET TITLE

G001 COVER SHEET

G002 INDEX OF DRAWINGS & SUMMARY OF APPROXIMATE QUANTITIES

G003 GENERAL NOTES

G004 MASTER LEGEND & ABBREVIATIONS

G005 SURVEY CONTROL PLAN

G006 CONSTRUCTION SAFETY AND PHASING PLAN - OVERALL

G007 CONSTRUCTION SAFETY NOTES

G008 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1

G009 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 2

G010 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 3

G017 ENVIRONMENTAL EXHIBIT

E001 ELECTRICAL LEGEND

E101 ELECTRICAL DEMOLITION PLAN

E102 ELECTRICAL DEMOLITION PLAN

E103 ELECTRICAL DEMOLITION PLAN

E104 ELECTRICAL DEMOLITION PLAN

E105 ELECTRICAL DEMOLITION PLAN

E106 ELECTRICAL DEMOLITION PLAN

E201 ELECTRICAL GEOMETRY PLAN

E202 ELECTRICAL GEOMETRY PLAN

E203 ELECTRICAL GEOMETRY PLAN

E204 ELECTRICAL GEOMETRY PLAN

E205 ELECTRICAL GEOMETRY PLAN

E206 ELECTRICAL GEOMETRY PLAN

E207 ELECTRICAL GEOMETRY PLAN

E208 ELECTRICAL GEOMETRY PLAN

E209 ELECTRICAL GEOMETRY PLAN

E210 ELECTRICAL GEOMETRY PLAN

E211 ELECTRICAL GEOMETRY PLAN

E212 ELECTRICAL GEOMETRY PLAN

E213 ELECTRICAL GEOMETRY PLAN

E214 ELECTRICAL GEOMETRY PLAN

E250 ELECTRICAL DETAILS

E251 ELECTRICAL DETAILS

E252 ELECTRICAL DETAILS

E253 ELECTRICAL DETAILS

GENERAL NOTES

1. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE

ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT

IDENTIFIED IN THE PLANS OR SPECIFICATIONS, OR REPRESENT A

SIGNIFICANT DIFFERENCE BETWEEN THE CONTRACT DOCUMENTS AND

FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER

IMMEDIATELY.

2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE

LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED

OTHERWISE.

3. PROJECT PAY ITEMS PROVIDED ARE TO BE INCLUSIVE OF ALL WORK TO BE

PERFORMED AS SHOWN. ALL WORK NOT IDENTIFIED WITH A SPECIFIC PAY

ITEM SHALL BE CONSIDERED REQUIRED WORK TO COMPLETE THE

PROJECT AND IS TO BE INCIDENTAL TO THE COST OF PROJECT PAY ITEMS

PROVIDED.

4. WHENEVER, IN THE CONTRACT DOCUMENTS, THE WORDS "PROVIDE",

"FURNISH", "INSTALL", "FURNISH AND INSTALL", OR SIMILAR WORDS ARE

USED, IT SHALL BE UNDERSTOOD THAT THE INTENT OF THE CONTRACT

DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION

IN EVERY DETAIL THE WORK DESCRIBED. IT IS FURTHER INTENDED THAT

THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIALS,

EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, TESTING, AND

INCIDENTALS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE DRAWINGS (PLANS), SPECIFICATIONS, AND TERMS OF THE CONTRACT.

5. CONTRACTOR SHALL KEEP A SET OF AS-BUILT DRAWINGS ON-SITE AND

MAKE AVAILABLE TO THE ENGINEER AT ALL TIMES. AS-BUILT SET SHALL

BE SUBMITTED TO THE ENGINEER AT THE COMPLETION OF THE JOB.

CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ALL AS-BUILT

INFORMATION DURING THE PROJECT. THE CONTRACTOR SHALL NOTE,

AND BRING TO THE ENGINEER'S ATTENTION, ANY DISCREPANCIES

BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS.

6. ALL DAMAGE TO UTILITIES, PAVEMENT, EQUIPMENT, OR STRUCTURES

FROM CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY REPORTED TO

THE RESIDENT ENGINEER. THE RESIDENT ENGINEER SHALL DETERMINE

WHETHER REPAIR OR REPLACEMENT IS NECESSARY. ALL REPAIR

METHODS SHALL BE SUBMITTED TO THE RESIDENT ENGINEERFOR

REVIEW AND APPROVAL PRIOR TO INITIATING THE WORK. REPAIRS SHALL

BE MADE AT NO ADDITIONAL COST TO THE SPONSOR AND TO THE

APPROVAL OF THE ENGINEER.

7. THE CONTRACTOR SHALL PROVIDE WORKMANSHIP AND MATERIALS THAT

ARE OF GOOD QUALITY AND COMPLY WITH THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

8. CONTRACTOR SHALL PROVIDE WORK, EQUIPMENT AND MATERIALS THAT

COMPLY WITH FAA REQUIREMENTS, NATIONAL ELECTRICAL CODE,

NATIONAL ELECTRICAL SAFETY CODE, AND ALL LOCAL CODES.

9. CONTRACTOR SHALL PROVIDE THE NECESSARY NUMBER OF RADIOS FOR

HIS/HER WORKFORCE.

10. SWEEPER(S) SHALL BE AVAILABLE AT ALL TIMES TO CLEAN FOREIGN

OBJECT DEBRIS (FOD) FROM HAUL ROUTE OR OTHER AREAS ADJACENT TO

CONSTRUCTION ACTIVITY. CONTRACTOR SHALL CONSTANTLY MONITOR

AIRCRAFT MOVEMENT AREAS FOR FOD AND IMMEDIATELY REMOVE ALL

DEBRIS.

11. PRIOR TO OPENING OR CLOSING A RUNWAY OR TAXIWAY, THE

CONTRACTOR MUST, THROUGH THE AIRPORT, GIVE NOTICE USING THE

NOTICE TO AIRMEN (NOTAM) SYSTEM OF PROPOSED LOCATION, TIME AND

DATE OF COMMENCEMENT OF CONSTRUCTION AND THE DURATION OF

THE CLOSURE.

12. FOURTEEN (14) DAYS PRIOR TO THE BEGINNING OF WORK, THE

CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN WHICH INCLUDES

A WORK SCHEDULE AND PROPOSED CONSTRUCTION METHODS

CONSISTENT WITH THE PHASING PLAN STATED IN THE DESIGN.

13. THE CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) CURRENT COPY OF

THE APPROVED PLANS (INCLUDING ANY CHANGE ORDERS,

SUPPLEMENTAL AGREEMENTS, FIELD DIRECTIVES, ETC.), ONE (1)

CURRENT COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS,

AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR

THE JOB, ON SITE AT ALL TIMES.

14. DESIGNS CONTAINED HEREIN ARE BASED ON SPECIFIED EQUIPMENT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REDESIGN FOR

EQUIPMENT SUBSTITUTIONS TO THE APPROVED SPECIFICATIONS AT NO

ADDITIONAL COST TO THE SPONSOR. THE CONTRACTOR SHALL PROVIDE

MATERIAL SUBMITTALS,SAMPLES AND DESIGN DRAWINGS FOR THE

ENGINEER'S APPROVAL A MINIMUM OF SEVEN (7) DAYS PRIOR TO

ORDERING.

15. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC

IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND

SPECIFICATIONS SET FORTH IN THE APPLICABLE STATE AND FEDERAL

REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND

THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER

QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND

APPROVED BY THE RESIDENT ENGINEER.

16. DIMENSIONING FOR LAYOUTS AND CONSTRUCTION ARE NOT TO BE

SCALED FROM ANY DRAWINGS. IF PERTINENT DIMENSIONS ARE NOT

SHOWN, CONTACT THE ENGINEER FOR CLARIFICATION AND RECORD

DIMENSIONS ON AS-BUILT DRAWINGS.

17. TOPSOIL SHALL BE REMOVED AND STOCKPILED PRIOR TO GRADING

OPERATIONS. PAYMENT FOR RE-HANDLING OF TOPSOIL SHALL NOT BE

MEASURED FOR PAYMENT.

18. CONTRACTOR SHALL HAVE A COPY OF THE CURRENT FAA ADVISORY

CIRCULAR AC 150/5340-1 (CURRENT VERSION) "STANDARDS FOR AIRPORT

MARKINGS" ON SITE AT ALL TIMES. ANY DISCREPANCY BETWEEN

INFORMATION SHOWN ON THE PLAN SHEETS AND THE ADVISORY

CIRCULAR SHALL BE COORDINATED WITH THE ENGINEER FOR DIRECTION.

QUALITY CONTROL/QUALITY ASSURANCE

1. FOURTEEN (14) DAYS PRIOR TO THE BEGINNING OF WORK, THE

CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN WHICH INCLUDES

A WORK SCHEDULE AND PROPOSED CONSTRUCTION METHODS

CONSISTENT WITH THE PHASING PLAN STATED IN THE DESIGN.

PERMITTING

1. PRELIMINARY PERMITTING INFORMATION WILL BE SUBMITTED BY THE

ENGINEER PRIOR TO AWARD OF CONTRACT. SPECIFIC ITEMS THAT WILL

NEED TO BE COMPLETED BY THE CONTRACTOR INCLUDE BUT ARE NOT

LIMITED TO SUPPLYING NECESSARY BONDING, PAYMENT OF ALL FEES,

REVIEW OF ALL CALCULATIONS AND ASSUMPTIONS MADE BY THE

ENGINEER PRIOR TO AWARD. THE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING ALL NECESSARY PERMITS INCLUDING, BUT NOT LIMITED TO, AN

FAA 7460-1 NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION, A

CDPHE STORMWATER PERMIT, AND A FUGITIVE DUST PERMIT. THE

CONTRACTOR SHALL BE RESPONSIBLE TO PAY FOR THE COST TO OBTAIN

ALL PERMITS.

2. THE CONTRACTOR SHALL SUBMIT A COPY OF ALL PERMITS REQUIRED FOR

THE PROJECT TO THE ENGINEER, FOR HIS REVIEW.

SITE ACCESS AND STAGING

1. THE CONTRACTOR IS REQUIRED TO OBTAIN A WATER METER FROM THE

CITY OF PROVO WATER DIVISION FOR ACCESS TO CONSTRUCTION WATER

FROM AN ON AIRPORT LOCATION. A WATER SOURCE ON AIRPORT

PROPERTY AND THE PRICE OF WATER WILL BE COORDINATED AT THE TIME

OF BIDDING.

2. DURING CONSTRUCTION, THE CONTRACTOR SHALL MINIMIZE

DISTURBANCES TO ALL CONSTRUCTION AREAS AND ACCESS ROUTES.

THIS INCLUDES EQUIPMENT AND VEHICULAR RUTS CREATED IN ANY

PAVEMENTS, ANY HAUL/ACCESS ROADS, OR ANY INFIELD/SAFETY AREAS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

EXISTING FACILITIES OR ROADS. REPAIRS SHALL BE MADE AT NO

ADDITIONAL COST TO THE SPONSOR AND TO THE SATISFACTION OF THE

ENGINEER. HAUL ROUTE BRIDGES SHALL BE CONSTRUCTED AT HAUL

ROUTES CROSSING EXISTING AIRFIELD PAVEMENT. COSTS ASSOCIATED

WITH HAUL BRIDGE CONSTRUCTION WILL BE CONSIDERED INCIDENTAL TO

MOBILIZATION.

3. BEFORE ESTABLISHING SITE ACCESS AND HAUL ROUTES, THE

CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER. WHEN

POSSIBLE, ACCESS/HAUL ROUTES SHALL UTILIZE EXISTING ROADS. THE

CONTRACTOR SHALL MAINTAIN AIRPORT SECURITY AT ALL TIMES.

4. CONTRACTOR SHALL EXAMINE THE EXISTING PAVEMENTS THAT WILL BE

USED FOR HAULING OF MATERIAL AND EQUIPMENT, AND DETERMINE THE

PAVEMENTS ABILITY TO WITHSTAND CONTRACTOR OPERATIONS WITHOUT

CAUSING DAMAGE TO THE PAVEMENT. ANY DAMAGE CAUSED BY THE

CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR TO THE

APPROVAL OF THE ENGINEER AND AT NO ADDITIONAL COST TO THE

SPONSOR.

5. CONTRACTOR SHALL BE REQUIRED TO PROVIDED NON-POTABLE WATER

FOR CONSTRUCTION PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE

FOR STORAGE OF NON-PORTABLE WATER. ANY STRUCTURES ERECTED IN

SUPPORT OF WATERING OPERATIONS SHALL MEET FAA FAR PART 77

CLEARANCES FOR ALL AIRCRAFT AND BE APPROPRIATELY LIT AS A

HAZARD TO THE FLYING PUBLIC. NON-PORTABLE WATER USED FOR P-152

OR DUST CONTROL SHALL BE INCIDENTAL TO THE PROJECT BID ITEMS.

6. DURING ANY NIGHTTIME OPERATIONS ALL AREA LIGHTING SHALL BE

FACED IN DIRECTIONS AS DIRECTED BY THE ENGINEER. AT NO TIME SHALL

LIGHT PLANTS BE LEFT RUNNING WHEN CONSTRUCTION OPERATIONS ARE

NOT IN PROCESS.

7. ALL AREAS THAT ARE DISTURBED BY CONTRACTOR OPERATIONS, SHALL

BE SEEDED PER T-901 SEEDING. ALL EROSION CONTROL COSTS ARE

INCIDENTAL TO CONSTRUCTION AND WILL NOT BE PAID SEPARATELY.

8. ALL CONTRACTOR EMPLOYEES SHALL BE REQUIRED TO PARK IN THE

CONTRACTORS DESIGNATED STAGING AREA ONLY AND SHALL BE DRIVEN

TO THE PROJECT SITE BY DESIGNATED CONSTRUCTION VEHICLES.

9. CRAWLER TRACKED VEHICLES SHALL NOT BE ALLOWED ON PAVED

SURFACES. TRACKED VEHICLES MUST BE MOVED ACROSS PAVED

SURFACES ON A WHEELED VEHICLE.

10. WHENEVER CONSTRUCTION TRAFFIC IS REQUIRED TO CROSS AN ACTIVE

RUNWAY, TAXIWAY, TAXILANE, OR INTERRUPT NORMAL TRAFFIC FLOW ON

APRONS OR RAMPS, THE CONTRACTOR SHALL PROVIDE FLAGGERS AT

THE CROSSING(S) AS REQUIRED BY THE CONSTRUCTION PHASING

DRAWINGS OR AS DIRECTED BY THE ENGINEER OR THE AIRPORT

(INCIDENTAL TO ITEM C-105).

UTILITIES

1. PRIOR TO COMMENCING WORK, IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO CONTACT THE APPROPRIATE UTILITY AGENCIES, UTILITY

NOTIFICATION CENTERS, AND TO FIELD VERIFY THE LOCATIONS AND

DEPTHS, THROUGH UTILITY LOCATES AND POTHOLES, OF ALL EXISTING

UTILITIES WITHIN THE PROJECT LIMITS, STAGING, AND HAUL ROUTE

AREAS.

2. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE

APPROXIMATE AND SHALL NOT BE SCALED FOR EXACT LOCATION.

LOCATION OF EXISTING DUCT BANK, CIRCUITING, UTILITIES AND

STRUCTURES SHOWN ON THESE DRAWINGS IS BASED ON AVAILABLE

INFORMATION AND IS NOT WARRANTED TO BE EXACT, NOR IS IT

WARRANTED THAT ALL OF THESE ITEMS ARE SHOWN.

3. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE

APPROPRIATE UTILITY AGENCIES WHEN WORKING ON OR WITHIN THE

PROXIMITY OF AN AGENCIES UTILITY. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

4. ANY INTERRUPTION OF AN EXISTING SYSTEM OR UTILITY SERVICE SHALL

BE COORDINATED AND APPROVED BY THE AIRPORT AND THE AUTHORITY,

AGENCY, OR UTILITY HAVING JURISDICTION, PRIOR TO STARTING WORK

INCLUDING CONTACTING THE AIRPORT AND FAA.

5. CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES.

REPAIRS DEEMED NECESSARY BY THE ENGINEER WILL BE COMPLETED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE SPONSOR. SEE

SECTION 50 OF THE CONTRACT DOCUMENTS AND THE "CONSTRUCTION

STAKING AND LAYOUT" NOTES CONTAINED IN THESE GENERAL NOTES

SHEETS FOR ADDITIONAL NOTES REGARDING UTILITY LOCATES.

6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY,

COUNTY, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO

RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING

CONSTRUCTION, AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A

TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES

AFFECTED BY ANY DISRUPTION OF ANY SERVICE.

7. WHERE NEW DUCT BANKS OR OTHER UTILITIES ARE NEAR EXISTING

UTILITIES, THE CONTRACTOR SHALL HAND EXCAVATE AROUND THE

EXISTING UTILITIES IN ORDER T0 PREVENT DAMAGE. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR IMMEDIATELY REPAIRING ANY UTILITY

DAMAGED DURING CONSTRUCTION.

8. WHEN INSTALLING NEW UTILITIES UNDER EXISTING PAVEMENT THE

CONTRACTOR SHALL NEATLY SAW CUT AND REMOVE THE EXISTING

PAVEMENT PRIOR TO INSTALLING THE CONDUIT. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR REPLACING ANY PAVEMENT REMOVED OR

DAMAGED DURING THE UTILITY INSTALLATION PROCESS. ALL WORK

REQUIRED TO REMOVE AND REPAIR PAVEMENT SHALL BE INCLUDED IN

THE INSTALL NEW UTILITY BID ITEM.

9. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH

A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL,

STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR

TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.

10. CONTRACTOR SHOULD EXPECT TO ENCOUNTER WATER IN LIGHT CANS,

JUNCTION CANS AND STRUCTURES. CONTRACTOR RESPONSIBLE FOR

DEWATERING AT NO ADDITIONAL COST TO THE OWNER.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE

CONTRACTOR MAY UTILIZE THE FOLLOWING TOLL FREE TELEPHONE

NUMBER PROVIDED BY “UTAH 811". THIS NUMBER IS APPLICABLE

ANYWHERE WITHIN THE STATE OF UTAH.

SUBMITTALS

1. THE CONTRACTOR SHALL SUBMIT A DETAILED LISTING OF ALL SUBMITTALS

(E.G., MIX DESIGNS, MATERIAL CERTIFICATION, AND PRODUCT

INFORMATION) AND SHOP DRAWINGS REQUIRED BY THE TECHNICAL

SPECIFICATIONS.

2. THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS FOR THE

ENGINEER'S APPROVAL AT LEAST TEN (10) DAYS PRIOR TO ORDERING.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING

ALL REQUIRED TRAFFIC CONTROL FOR THE PROJECT'S ACCESS

LOCATIONS, INCLUDING ANY REQUIREMENTS OF UDOT OR CITY OF PROVO.

ALL ASSOCIATED COSTS ARE INCIDENTAL TO CONSTRUCTION AND WILL

NOT BE PAID SEPARATELY.

2. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN

ACCORDANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS FOR

APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING

ANY AND ALL TRAFFIC CONTROL DEVICES.

MATERIAL SUPPLY AND DISPOSAL

1. ALL MATERIALS MUST BE OBTAINED FROM AN UNDESIGNATED SOURCE

UNLESS OTHERWISE IDENTIFIED IN THE PLANS OR SPECIFICATIONS.

2. ALL WASTE MATERIALS SHALL BE REMOVED FROM THE AIRPORT

PROPERTY AT NO COST TO THE SPONSOR UNLESS OTHERWISE DIRECTED

BY THE SPONSOR.

3. CONTRACTOR TO SALVAGE ALL ELECTRICAL WIRE, LIGHT CAN BASES,

EDGE LIGHTS AND ISOLATION TRANSFORMERS. ALL SALVAGED

MATERIALS WILL BE THE PROPERTY OF THE AIRPORT. SALVAGED

MATERIALS SHALL BE NEATLY STACKED ON WOODEN PALLETS AND

BANDED TO THE PALLET.

WORKING NEAR STRUCTURES

1. THE STRUCTURES SHOWN OR DEFINED IN THE CONTRACT DOCUMENTS

AND PLANS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE

STRUCTURE DURING ITS SERVICE LIFE. CONTRACTOR SHALL PROVIDE

ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE

MEANS, METHODS, AND SEQUENCES OF WORK. REQUIRED ENGINEERING

MAY INCLUDE, BUT IS NOT LIMITED TO:

· LAYOUT

· DESIGN FOR FORMWORK, SHORING, AND RESHORING

· DESIGN OF CONCRETE MIXES

· ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME

DURING CONSTRUCTION

· WELD PROCEDURES

· DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL

LOADS

· SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

· EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE

TO EQUIPMENT AND MATERIALS

· STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT

IDENTIFIED ON DESIGN DRAWINGS.

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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GENERAL NOTES

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6/04/2026

ABBREVIATIONS

AB ABANDONED

AC ACRE

ADG AIRPORT DESIGN GROUP

ARFF AIRPORT RESCUE AND FIRE FIGHTING

AOA AIRPORT OPERATIONS AREA

BMPS BEST MANAGEMENT PRACTICES

BP BEGINNING POINT OF ALIGNMENT

C CURVE

CL CENTERLINE

CY CUBIC YARD

Δ DELTA ANGLE

DIP DUCTILE IRON PIPE

DIW DIRTY INDUSTRIAL WASTE

E EASTING COORDINATE

EA EACH

EDB ELECTRICAL DUCT BANK

EF EACH FACE EL ELEVATION

EL ELECTRICAL LINES

EOP EDGE OF PAVEMENT

EP ENDING POINT OF ALIGNMENT

EW EACH WAY

FAA FEDERAL AVIATION ADMINISTRATION

FES FLARED END SECTION

FID FLIGHT INFORMATION DUCT (FAA)

FOD FOREIGN OBJECT DEBRIS

FOMO FIXED OR MOVEABLE OBJECT

GAL GALLON

HDPE HIGH DENSITY POLYETHYLENE PIPE

ID INSIDE DIAMETER

ILS INSTRUMENT LANDING SYSTEM

INV INVERT

INT INTERSECTION

JFD JET FUEL DISTRIBUTION

L LENGTH

LF LINEAL FEET

LLWAS LOW LEVEL WIND SHEAR ALERT SYSTEM

LS LUMP SUM

MGAL THOUSAND GALLON

MH MANHOLE

MO MONTH

N NORTHING COORDINATE

NGS NATURAL GAS

NO. NUMBER

NOAA NATIONAL OCEANOGRAPHIC &

ATMOSPHERIC ADMINISTRATION

NIC NOT IN THIS CONTRACT

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OH OVERHEAD LINES

OS OFFSET FROM ALIGNMENT

OSHA OCCUPATIONAL SAFETY & HEALTH

ADMINISTRATION

PB ELECTRICAL PULL BOX

PC POINT OF CURVATURE

PCR POINT OF REVERSE CURVATURE

PGL PROFILE GRADE LINE

PI POINT OF INTERSECTION

PPVC PERFORATED UNDERDRAIN PIPE

PT POINT OF TANGENT

PVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

ROFA RUNWAY OBJECT FREE AREA

RPZ RUNWAY PROTECTION ZONE

RSA RUNWAY SAFETY AREA

RW RUNWAY

SAF SANITARY SEWER (FORCE MAIN)

SAG SANITARY SEWER (GRAVITY)

SDG STORM WATER DRAINAGE (GRAVITY)

SF SQUARE FEET

SHT SHEET

SOI SAND/OIL INTERCEPTOR

SPA SPACES

STA STATION

STL STEEL

SY SQUARE YARD

T1F TYPE 1 DE-ICING FLUID

TW TAXIWAY

TOFA TAXIWAY OBJECT FREE AREA

TSA TAXIWAY SAFETY AREA

TYP TYPICAL

UG UNDERGROUND

UMH UNDERDRAIN MANHOLE

VC VERTICAL CURVE

VSR VEHICLE SERVICE ROAD

WMD WASTE WATER MANAGEMENT

WWF WELDED WIRE FABRIC

UDOT STATE DEPARTMENT OF TRANSPORTATION

PVU PROVO AIRPORT

MASTER LEGEND

WAT WAT

SAN SAN

UD UD

RSA RSA

ROFA ROFA

UCO

SDG

C

S

T

HH

E

TSA TSA

TOFA TOFA

BRL BRL

UMH

COMMUNICATIONSSITE

SAFETY & NAVAIDS

ELECTRICAL

XXXXXXXXXXXX

XX

ROW ROW

EXISTING L-824C

CONDUCTOR (1)

EXISTING APRON

FLOODLIGHT

EXISTING AIRPORT

BEACON

EXISTING L-824C

CONDUCTORS (2)

EXISTING POWER MARKER

EXISTING ELECTRICAL

JUNCTION BOX

EXISTING TAXIWAY

GUIDANCE SIGN

EXISTING ELECTRICAL

HANDHOLE

EXISTING POWER POLE

EXISTING ELECTRICAL DUCT (CE)

EXISTING ELECTRICAL DUCT (DEB)

EXISTING STORM SEWER

EXISTING WATER AIR

VALVE

EXISTING UNDERDRAIN

MANHOLE

EXISTING STORM FLARED

END SECTION

EXISTING UNDERDRAIN

CLEANOUT

EXISTING UNDERDRAIN

INSPECTION PIT

EXISTING STORM

MANHOLE

EXISTING STORM INLETEXISTING TELEPHONE

PEDESTAL

EXISTING WATER FIRE

HYDRANT

EXISTING UNDERDRAIN

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING BUILDING RESTRICTION LINE

EXISTING TAXIWAY OBJECT FREE AREA

EXISTING TAXIWAY SAFETY AREA

EXISTING RUNWAY OBJECT FREE AREA

EXISTING RUNWAY SAFETY AREA

CARD READER

DOUBLE GATE

FENCE POST

GATE CONTROLER

SINGLE GATE

AIRCRAFT TIE DOWN

EXISTNG ASPHALT

MILLINGS AREAEXISTING GRAVEL AREA

EXISTING ASPHALT

PAVEMENT

EXISTING CONCRETE

PAVEMENT

EXISTING SURVEY

MONUMENT

EXISTING BUILDING

EXISTING WAY FINDING

SIGN

EXISTING LEASE LINE

EXISTING EASEMENT LINE

EXISTING RIGHT-OF-WAY LINE

EXISTING PROPERTY LINE

EXISTING GUARD RAIL

EXISTING FENCE (SPLIT RAIL)

EXISTING FENCE (BARBED WIRE)

EXISTING FENCE

EXISTING SWALE FLOW LINE

ABANDON ITEM

REMOVE ITEM

EXISTING WETLAND

AREA

EXISTING PAVEMENT

EXISTING CENTERLINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING TRENCH DRAIN

EXISTING PAINT

MARKING

EXISTING CABLE MANHOLE EXISTING CABLE

PEDESTALCATV CATV

T TMH

TP

EXISTING TELEPHONE

JUNCTION BOX

EXISTING TELEPHONE

MANHOLE

EXISTING TELEPHONE

POLE

EXISTING FIBER OPTIC

MANHOLEFOPT

EXISTING JET FUEL VAULTEXISTING JET FUEL

UNDERGROUND PIT

EXISTING JET FUEL LINE

MARKEREXISTING JET FUEL VALVE

EXISTING JET FUEL FILL

STATION

EXISTING JET FUEL

CATHODIC PROTECTION

EXISTING JET FUEL LOW

POINT

EXISTING JET FUEL HIGH

POINT

EXISTING JET FUEL TEST

STATION

CP

JF

HP

T S

JFD

VAULT

JF

F

JF

LP

EXISTING NATURAL GAS

METER

EXISTING NATURAL GAS

VALVE

EXISTING NATURAL GAS

MANHOLE

EXISTING NATURAL GAS

LINE MARKER

G

G G

G

EXISTING SANITARY

SEWER

EXISTING SANITARY

SEWER

SCO

EXISTING WATER METER

EXISTING WATER

MANHOLE

EXISTING WATER LINE

MARKER

EXISTING WATER WELL EXISTING WATER VALVE

EXISTING WATER TEST

STATION

EXISTING WATER

CATHODIC PROTECTION

EXISTING IRRIGATION

VALVE

EXISTING IRRIGATION

CONTROL BOX

W PFW

WELL

TS CP

SPR

CON

EXISTING PAPI SYSTEM

EXISTING MALS LIGHT EXISTING MALS LIGHT BAR

EXISTING MALS STROBE

LIGHT

EXISTING MALS STROBE

LIGHT BAR

EXISTING LOCALIZER

SYSTEM EXISTING VASI SYSTEM

EXISTING WIND CONE EXISTING WIND SOCK

EXISTING REIL EXISTING AWOS SYSTEMAWOS

EXISTING VOR SYSTEM EXISTING AIRFIELD

ANTENNA

EXISTING TORNADO SIREN

RPZ RPZ EXISTING RUNWAY PROTECTION ZONE

NAVAID CRITICAL AREA

GC CR

EXISTING NATURAL GAS

CATHODIC PROTECTIONCP

EXISTING DEICING FLUID

MANHOLE

EXISTING DEICING FLUID

INLET

EXISTING DEICING FLUID

VALVE

ADF ADF

EXISTING STORM

HEADWALL

J

E EXISTING ELECTRIC METER

EMH

EXISTING ELECTRICAL

MANHOLE

EL EL

GAS GAS

OPT OPT

CBL CBL

COM COM

FUEL FUEL EXISTING JET FUEL LINE

EXISTING COMMUNICATION LINE

EXISTING FIBER OPTIC LINE

EXISTING ELECTRICAL LINE

EXISTING CABLE LINE

EXISTING NATURAL GAS LINE

ET EXISTING PAD MOUNTED

TRANSFORMER

EXISTING TRANSFORMER

BANK

EXISTING GROUND ROD

EXISTING ELECTRIC VAULT

A EXISTING CIRCUIT

INDICATOR

TEL TEL EXISTING TELEPHONE LINE

EXISTING RUNWAY

DISTANCE REMAINING SIGN

X X

X

X

EXISTING DOUBLE

PARKING LOT LIGHT

EXISTING SINGLE PARKING

LOT LIGHT

EXISTING STREET LIGHT

EXISTING RUNWAY EDGE

LIGHT (IN PAVEMENT)

EXISTING RUNWAY EDGE

LIGHT (ELEVATED)

EXISTING RUNWAY

CENTER LIGHT

EXISTING RUNWAY END

LIGHT (IN PAVEMENT)

EXISTING RUNWAY END

LIGHT (ELEVATED)

EXISTING RUNWAY GUARD

LIGHT

EXISTING TAXIWAY

CENTER LIGHT

EXISTING TAXIWAY EDGE

LIGHT (ELEVATED)

EXISTING TAXIWAY EDGE

LIGHT (IN PAVEMENT)

EXISTING TAXIWAY EDGE

REFLECTOR (IN PAVE.)

EXISTING TAXIWAY EDGE

REFLECTOR (ELEVATED)

PF EXISTING ELECTRIC

POWER FRAME

JET FUEL

IRG IRG EXISTING IRRIGATION LINE

NATURAL GAS

SANITARY SEWER

STORM SEWER & UNDERDRAIN

WATER & IRRIGATION

X X

X

X

X X

X

X

X X

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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MASTER LEGEND &

ABBREVIATIONS

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TW A1

TW A2

TW A3

TW A4

TW A5

TAXIWAY D

TAXIWAY B

TA

XI

W

AY

C

R U

N W

AY

8/

RUNW

AY 13/31

RW 31

RW 13

PVU D

A 121

PVU K

( IN FEET )

GRAPHIC SCALE

1000500500

SURVEY NOTES:

1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL VERIFY AIRPORT AND PROJECT

CONTROL POINTS PRIOR TO CONSTRUCTION ACTIVITIES AND

REPORT DISCREPANCIES TO THE ENGINEER.

3. CONTRACTOR SHALL PROTECT AND PRESERVE THE AIRPORT

SURVEY CONTROL STATIONS.

4. IF THE PROJECT TEMPORARY SURVEY CONTROL IS

DISTURBED DURING CONSTRUCTION ACTIVITIES, THE

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING NEW

TEMPORARY CONTROL POINTS AS NECESSARY.

PACS - PRIMARY AIRPORT CONTROL STATION

SACS - SECONDARY AIRPORT CONTROL STATION

PROJECT TEMPORARY SURVEY CONTROL POINT

RUNWAY END MONUMENT

SURVEY LEGEND

RUNWAY END DATA

RW END STATION NORTHING EASTING ELEVATION DESCRIPTION

13 100+00 7252665.72 1575518.38 4496.80 BRASS CAP

31 186+00 72455541.66 1580334.87 4492.73 PUBLISHED

(BM) ELEVATION BENCHMARK, (G) GPS DERIVED ELEVATION, (P) PUBLISHED ELEVATION

PROJECT DATUM STATEMENT

COORDINATE SYSTEM: NAD83 (2011)

STATE PLANE ZONE: UTAH CENTRAL ZONE 4302

UNITS: U.S. SURVEY FEET (SFT)

GEOID MODEL: GEOID18

PROJECT COORDINATES ARE STATE PLANE GROUND COORDINATES.

PROJECT BROUGHT TO GROUND AT 'A 121' (OLD PACS)

LAT: 40°13'08.51898" N

LONG: 111°43'10.20886" W

ELLIPSOID HEIGHT: 4436.69 FT

NAVD88 ELEVATION: 4494.09 FT (VERTICAL BM)

GROUND SCALE FACTOR: 1.0002909246

'PVU K', THE PRIMARY AIRPORT CONTROL STATION (PACS), IS TO BE HELD

AS THE SITE VERTICAL BENCHMARK.

LAST SURVEY WAS COMPLETE BY WOOLPERT ON 04/29/2023

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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AIRPORT SURVEY CONTROL DATA

POINT NAME PID NORTHING EASTING ELEVATION DESCRIPTION

A 121 (OLD PACS) LO0518 7,248,583.98 1,579,122.03 4494.09 (P) BRONZE SURVEY DISK

PVU K (NEW PACS) 7,250,553.753 1,578,012.833 4491.72 (BM) STAINLESS STEEL ROD

PVU D (SACS) LO1152 7,248,276.39 1,576,790.52 4498.19 (BM) BRONZE SURVEY DISK

(BM) ELEVATION BENCHMARK, (G) GPS DERIVED ELEVATION, (P) PUBLISHED ELEVATION

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SURVEY CONTROL

PLAN

PR

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TOFATOFATOFATOFA

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

RVZ(E)

TOFATOFATOFATOFATOFA

TO

FA

TO

FA

TO

FA

TO

FA

TOFA

TOFA

TOFA

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

RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSA

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

RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSA

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

ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA

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

R

SA

RSA

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

TOFATOFATOFATOFA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TOFA

TSA

TSA

TSA

TSA TSATSATSATSATSATSATSA

TS

A

TS

A

TS

A

TS

A

TS

A

TSATSATSATSATSA TSATSATSATSA TSA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TSA

TOFA

TOFA

TOFA

TOFA

TOFA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TS

A

TS

A

TS

A

TS

A

TS

A

TS

A

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

TO

FA

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

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TSA TSA

TOFA TOFA

TSA

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

X

X

X

X

X

X

X

X

X

X X

X X

X

X

X

X

X

X X X X X

XX

X

X

X

X

XX

X

X

X

TW

A

TW

A

TW

A

3 TW

A

TW

A

TA

XI

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TA

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W

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TAXIW

AY C

RUNW

AY 18

/36

RUNWAY 13/31

TAXIWAY A

PHASE 2

PHASE 3

PHASE 1 PHASE 2

PHASE 3

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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( IN FEET )

GRAPHIC SCALE

700350350

PROJECT SCHEDULE - 33 CALENDAR DAYS

SCHEDULE /

PHASE DURATION

PHASE 1 5 CALENDAR DAYS

PHASE 2 10 CALENDAR DAYS

PHASE 3 40 CALENDAR DAYS

302520151050 35 40 45 50 55

RUNWAY CLOSURE PROCEDURE FOR NIGHT WORK

THE FOLLOWING PROCEDURE HAS BEEN ESTABLISHED FOR PREPARING FOR A

NIGHT TIME RUNWAY CLOSURE AND FOR REOPENING THE RUNWAY THE NEXT

MORNING.

1. HOLIDAY/OPERATIONAL RESTRICTIONS.

A. RUNWAY NIGHT CLOSURES WILL NOT BE ALLOWED DURING THE

FOLLOWING PERIODS:

· JULY 4 TO JULY 5, 2026.

2. PREPARATION FOR NIGHT TIME CLOSURE.

A. CONTRACTOR TO NOTIFY THE ENGINEER THAT A NIGHT TIME CLOSURE

WILL BE REQUIRED WITH A MINIMUM NOTICE OF 24 HOURS.

B. CONTRACTOR SHALL TAKE WEATHER FORECASTS INTO CONSIDERATION

SO THAT ALL ANTICIPATED WORK CAN BE COMPLETED WITHIN THE

ALLOCATED CLOSURE TIMES.

C. ENGINEER SHALL COORDINATE WITH AIRPORT STAFF.

D. AIRPORT STAFF WILL ISSUE A NOTAM FOR THE RUNWAY CLOSURE.

E. NIGHT TIME CLOSURES ARE LIMITED TO BETWEEN 7:00 PM AND 5:00 AM.

F. MEET ONSITE 30 MINUTES PRIOR TO CLOSURE TO DISCUSS NIGHT WORK

AND PREPARE FOR MOBILIZATION.

3. ACCESS TO CLOSED RUNWAY.

A. NO PERSONNEL, EQUIPMENT, OR MATERIAL WILL BE ALLOWED ON THE

RUNWAY OR IN THE SAFETY AREA PRIOR TO 6:30 PM.

B. AIRPORT STAFF WILL NOTIFY THE ENGINEER THAT THE LAST FLIGHT HAS

LANDED, THE RUNWAY IS CLEAR, AND THE NOTAM CLOSURE IS IN PLACE.

C. ENGINEER WILL NOTIFY THE CONTRACTOR, WHO WILL PLACE THE LIGHTED

X'S OVER THE RUNWAY NUMBERS ON BOTH ENDS.

D. THE RUNWAY LIGHTS SHALL BE DEACTIVATED DURING THE CLOSURE

PERIOD.

E. THE CONTRACTOR WILL HAVE ACCESS TO THE ENTIRE RUNWAY AND

SAFETY AREA DURING THE CLOSURE PERIOD.

4. REOPENING A CLOSED RUNWAY.

A. CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE ENTIRE

RUNWAY AND TAXIWAY SYSTEM TO ENSURE THAT FOD IS CLEANED UP.

B. THE SAFETY AREA MUST BE GRADED TO MEET ALL SAFETY CRITERIA.

C. ALL SURFACE MARKINGS SHALL BE COMPLETED PRIOR TO OPENING TO

AIRFIELD TRAFFIC.

D. INSTALL TAPERS, IF NECESSARY, AT DROPS IN PAVEMENT.

E. REACTIVATE THE RUNWAY LIGHTS.

F. CONTRACTOR TO REMOVE LIGHTED X'S PRIOR TO 4:30 AM.

G. ALL PERSONNEL, EQUIPMENT, OR MATERIAL SHALL BE CLEAR OF THE

RUNWAY AND THE SAFETY AREA PRIOR TO 4:30 AM.

H. CONTRACTOR SHALL NOTIFY ENGINEER WHEN THEY ARE CLEAR OF THE

RUNWAY PRIOR TO 4:30 AM.

I. THE ENGINEER SHALL NOTIFY THE AIRPORT STAFF THAT THE RUNWAY IS

CLEAR.

J. AIRPORT STAFF WILL INSPECT THE AIRFIELD PAVEMENT AND SAFETY

AREA STARTING AT 4:30 AM.

K. THE CONTRACTOR SHALL BE PRESENT DURING THE INSPECTION AND

SHALL IMMEDIATELY REMEDY ANY SAFETY CONCERNS THAT AIRPORT

STAFF IDENTIFIES.

L. AIRPORT STAFF WILL CALL THE RUNWAY CLEAR FOR AIRFIELD TRAFFIC.

RUNWAY SAFETY AREA

TAXIWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

TAXIWAY OBJECT FREE AREA

RUNWAY PROTECTION ZONE

CONTRACTOR GATE ACCESS

RSA RSA

CONTRACTOR HAUL ROUTE

(2 WAY TRAFFIC)

TSA TSA

RPZ RPZ

TOFA TOFA

ROFA ROFA

NAVAID CRITICAL AREA

AOA FENCEX X

PHASING LEGEND

PHASE 1

PHASE 2

PHASE 3

RUNWAY CLOSURE MARKER

TAXIWAY CLOSURE MARKER

FLASHER BARRICADE

LIFE & SAFETY ROUTE

AIRCRAFT ROUTE

CONTRACTOR

STAGING AREA

CONTRACTOR

STAGING AREA

CONTRACTOR

ACCESS

CONTRACTOR

ACCESS

CONTRACTOR

ACCESS

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SAFETY AND PHASING

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6/04/2026

SAFETY & OBJECT FREE AREAS

RUNWAY 13/31

RUNWAY SAFETY AREA (RSA) 250' FROM RW CENTERLINE

RUNWAY EXTENDED SAFETY AREA (RSA) 1000' FROM RW END

RUNWAY OBJECT FREE AREA (ROFA) 400' FROM RW CENTERLINE

RUNWAY OBJECT FREE ZONE (ROFZ) 200' FROM RW CENTERLINE

RUNWAY 18/36

RUNWAY SAFETY AREA (RSA) 75' FROM RW CENTERLINE

RUNWAY EXTENDED SAFETY AREA (RSA) 300' FROM RW END

RUNWAY OBJECT FREE AREA (ROFA) 250' FROM RW CENTERLINE

RUNWAY OBJECT FREE ZONE (ROFZ) 200' FROM RW CENTERLINE

TAXIWAY A

TAXIWAY SAFETY AREA (TSA) 59' FROM TW CENTERLINE

TAXIWAY OBJECT FREE AREA (TOFA) 93' FROM TW CENTERLINE

TAXIWAY B

TAXIWAY SAFETY AREA (TSA) 59' FROM TW CENTERLINE

TAXIWAY OBJECT FREE AREA (TOFA) 93' FROM TW CENTERLINE

TAXIWAY C

TAXIWAY SAFETY AREA (TSA) 59' FROM TW CENTERLINE

TAXIWAY OBJECT FREE AREA (TOFA) 93' FROM TW CENTERLINE

TAXIWAY D

TAXIWAY SAFETY AREA (TSA) 59' FROM TW CENTERLINE

TAXIWAY OBJECT FREE AREA (TOFA) 93' FROM TW CENTERLINE

SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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/04 /20

1. COORDINATION

ALL COORDINATION WILL TAKE PLACE THROUGH THE RESIDENT

ENGINEER AND PROVO AIRPORT (PVU) DEVELOPMENT MANAGER &

OPERATIONS MANAGER. NO CLOSURES WITHIN THE MOVEMENT AREAS

WILL BE PERMITTED WITHOUT A NOTAM IN PLACE FOR EACH SPECIFIC

CLOSURE. PRIOR TO COMMENCEMENT OF ANY WORK, THE

CONTRACTOR SHALL GIVE 72 HOURS ADVANCE NOTICE TO THE

RESIDENT ENGINEER AND AIRPORT OPERATIONS FOR FILING OF ALL

NOTAMS.

A WEEKLY CONSTRUCTION PROGRESS MEETING WILL BE REQUIRED TO

DISCUSS ALL OPERATIONAL SAFETY TOPICS THAT HAVE BEEN

AFFECTED OR WILL BE AFFECTED IN THE NEAR FUTURE. IN

ATTENDANCE WILL BE THE CONTRACTOR, RESIDENT ENGINEER, AND

PVU PERSONNEL.

ANY CHANGES TO SCOPE OR SCHEDULE MUST BE NOTIFIED TO THE

RESIDENT ENGINEER AND PVU DEVELOPMENT AND OPERATIONS

MANAGERS. ALL PARTIES WILL EVALUATE THE IMPACT OF THE CHANGE

AND WILL DETERMINE THE MEASURES NEEDED TO MAINTAIN A SAFE

CONSTRUCTION SITE.

THE FAA AIR TRAFFIC OPERATORS WILL BE NOTIFIED IMMEDIATELY IF

ANY CHANGES AFFECT AIRCRAFT MOVEMENT. ALL COMMUNICATIONS

WITH THE FAA TOWER WILL BY HANDLED BY AIRPORT OPERATIONS.

AIRPORT RUNWAYS AND TAXIWAYS SHOULD REMAIN IN USE BY

AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE.

AIRCRAFT USE OF AREAS NEAR THE CONTRACTOR'S WORK SHOULD BE

CONTROLLED TO MINIMIZE DISTURBANCE TO THE CONTRACTOR'S

OPERATION.

CONSTRUCTION THAT IS WITHIN THE SAFETY AREA AND OBJECT FREE

ZONE OF AN ACTIVE RUNWAY, TAXIWAY, OR APRON MUST BE

PERFORMED WHEN THE RUNWAY, TAXIWAY, OR APRON IS CLOSED OR

USE-RESTRICTED AND INITIATED ONLY WITH PRIOR PERMISSION FROM

THE AIRPORT OPERATOR AND WITH PROPER NOTAMS IN PLACE.

THE CONTRACTING OFFICER, AIRPORT OPERATOR, OR OTHER

DESIGNATED AIRPORT REPRESENTATIVE MAY ORDER THE

CONTRACTOR TO SUSPEND OPERATIONS; MOVE PERSONNEL,

EQUIPMENT, AND MATERIALS TO A SAFE LOCATION; BARRICADE ANY

OPEN TRENCHES AND STAND BY UNTIL AIRCRAFT USE IS COMPLETED.

2. PHASING

THIS PROJECT CONSISTS OF THREE PHASES. SEE CONSTRUCTION

SAFETY DRAWINGS FOR PHASING REQUIREMENTS.

CONTRACTOR TO NOTIFY RESIDENT ENGINEER AND PVU

DEVELOPMENT MANAGER & OPERATIONS MANAGER IF A CHANGE IN

SCHEDULE IS NEEDED.

3. AREAS AND OPERATIONS AFFECTED BY

CONSTRUCTION ACTIVITY

ALL WORK WITHIN AIRPORT OPERATIONS AREA (AOA) SHALL CONFORM

TO ADVISORY CIRCULAR 150/5370-2G, OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION.

CONTRACTOR SHALL ADHERE TO REQUIREMENTS AS MENTIONED ON

THIS SHEET, THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP),

AND CONSTRUCTION SAFETY DRAWINGS. THESE REQUIREMENTS

INCLUDE, BUT ARE NOT LIMITED TO, LIFE & SAFETY ACCESS ROUTES,

AIRCRAFT ROUTES, PEDESTRIAN ROUTES, CONSTRUCTION ACCESS

ROUTES, CONSTRUCTION LIMITS, AND BARRICADE LOCATIONS.

4. PROTECTION OF NAVIGATION AIDS (NAVAIDS)

NAVIGATIONAL AIDS INCLUDE INSTRUMENT LANDING SYSTEM

COMPONENTS.

DURING CONSTRUCTION, NO NAVAID EQUIPMENT WILL BE RELOCATED.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE

EXISTING NAVAIDS AND WILL BE REPAIRED BY THE CONTRACTOR AT NO

COST TO THE AIRPORT.

5. CONTRACTOR ACCESS

CONTRACTOR HAS ACCESS TO THREE (3) GATE TO ENTER THE

AIRPORT. SEE CONSTRUCTION SAFETY DRAWINGS FOR GATE

LOCATION. CONTRACTOR SHALL PROVIDE A GATE GUARD AT THIS GATE

AT ALL TIMES WHEN GATE IS NOT CLOSED AND LOCKED.

CONTRACTOR MOVEMENT SHALL BE RESTRICTED TO THE

PRE-DETERMINED ACCESS ROUTES AS SHOWN ON THE PHASING

SHEETS.

ALL VEHICLES AND EQUIPMENT OPERATING IN THE AOA MUST HAVE

FLAG (DAY ONLY) OR BEACON (DAY AND NIGHT) ATTACHED TO THE

VEHICLE.

6. WILDLIFE MANAGEMENT

CONTRACTOR SHALL ADHERE TO ALL WILDLIFE MANAGEMENT

PRACTICES AS STATED IN ADVISORY CIRCULAR 150/5200-33C,

HAZARDOUS WILDLIFE ATTRACTIONS ON OR NEAR AIRPORTS, AND

CERTALERT 98-08, GRASSES ATTRACTIVE TO HAZARDOUS WILDLIFE.

CONTRACTOR IS RESPONSIBLE FOR COMPLETING A DAILY INSPECTION

FOR TRASH, FOREIGN OBJECTS, AND STANDING WATER ON THE

CONSTRUCTION SITE THAT MIGHT ATTRACT WILDLIFE.

CONTRACTOR SHALL MAINTAIN ALL FENCES AND GATES THROUGHOUT

THE PROJECT TO THE SATISFACTION OF THE RESIDENT ENGINEER.

CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER WHEN A

WILDLIFE SIGHTING HAS OCCURRED ON THE PROJECT SITE.

7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

CONTRACTOR SHALL KEEP ALL PAVEMENTS IN THE AOA INCLUDING

APRONS, TAXIWAYS, AND RUNWAYS FREE FROM FOD AT ALL TIMES TO

PREVENT ANY DEBRIS FROM BEING INGESTED INTO AN AIRCRAFT'S

ENGINE OR ANY DEBRIS FROM BEING LAUNCHED DUE TO JET BLAST.

CONTRACTOR IS REQUIRED TO CONTINUOUSLY MONITOR AND

MAINTAIN FOD TO THE SATISFACTION OF THE RESIDENT ENGINEER.

PRIOR TO OPENING ANY PAVEMENT TO AIRCRAFT, THE CONTRACTOR,

RESIDENT ENGINEER, AND AIRPORT OPERATIONS SHALL CONDUCT A

SWEEP OF THE PAVEMENT TO VERIFY THAT THE PAVEMENT IS FREE

FROM FOD.

THE CONTRACTOR IS ADVISED THAT DUST CONTROL, CLEANUP OF

ACTIVE PAVEMENTS, TRACKING DEBRIS ONTO ACTIVE PAVEMENT AND

GENERAL JOBSITE CLEANLINESS IS A SERIOUS SAFETY CONCERN.

FOREIGN OBJECT DEBRIS (FOD) IS CONSIDERED AS ANY ITEM THAT

COULD POSSIBLY IMPACT THE OPERATIONS OF AN AIRPORT OR

ROADWAY. FOD COULD CAUSE INJURY OR DEATH THROUGH INGESTION

IN MOVING AIRCRAFT ENGINES. SPECIFIC ITEMS OF CONCERN INCLUDE,

BUT ARE NOT LIMITED TO; ANY PACKAGING FROM MATERIAL

INSTALLATION, GRAVEL LEFT ON ACTIVE PAVEMENTS, DUST TRACKED

ONTO ACTIVE PAVEMENTS, HAND TOOLS, HARDWARE DROPPED, ETC.

8. HAZARDOUS MATERIAL (HAZMAT) MANAGEMENT

CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER AND AIRPORT

EMERGENCY PERSONNEL IF HAZARDOUS MATERIALS ARE

ENCOUNTERED ON THIS PROJECT.

10. INSPECTION REQUIREMENTS

CONTRACTOR SHALL COMPLETE A DAILY INSPECTION FOR SAFETY ON

THE PROJECT SITE BY COMPLETING THE CHECKLIST PROVIDED IN

ADVISORY CIRCULAR 150/5370-2G, APPENDIX D, CONSTRUCTION

PROJECT DAILY SAFETY INSPECTION CHECKLIST.

THE CONTRACTOR, RESIDENT ENGINEER AND AIRPORT OPERATOR

MUST PERFORM ONSITE INSPECTIONS THROUGHOUT THE PROJECT,

WITH IMMEDIATE REMEDY OF ANY DEFICIENCIES, WHETHER CAUSED

BY NEGLIGENCE, OVERSIGHT, OR SCOPE CHANGE.

CONTRACTOR SHALL COMPLETE A FINAL INSPECTION FOR SAFETY ON

THE PROJECT SITE AT THE END OF EACH PHASE.

11. APPROACH CLEARANCE TO RUNWAYS

RUNWAY THRESHOLDS MUST PROVIDE AN UNOBSTRUCTED APPROACH

SURFACE OVER EQUIPMENT AND MATERIALS. (REFER TO CHAPTER 3 IN

ADVISORY CIRCULAR 150/5300-13B, AIRPORT DESIGN, FOR GUIDANCE.

12. RUNWAY AND TAXIWAY VISUAL AIDS

FLASHER BARRICADES, CLOSED 'X' MARKINGS AND RUNWAY CLOSURE

MARKERS (RCMS) ARE TO BE PLACED AS DETAILED IN THE PLANS AND

IN ALL DESIGNATED AREAS AS SHOWN ON THE CONSTRUCTION SAFETY

DRAWINGS.

APPROVED FLASHER BARRICADES SHALL BE PROVIDED AND

MAINTAINED BY THE CONTRACTOR.

CLOSED 'X' MARKINGS SHALL BE PROVIDED BY THE CONTRACTOR AND

MAINTAINED BY THE CONTRACTOR. (RCMS) SHALL BE PROVIDED BY

THE AIRPORT AND MAINTAINED BY THE CONTRACTOR.

CONTRACTOR TO COVER ALL TAXIWAY EDGE LIGHTS, TAXIWAY SIGNS,

RUNWAY SIGNS, AND APRON EDGE LIGHTS FOR AREAS CLOSED BY

NOTAM TO THE APPROVAL OF THE RESIDENT ENGINEER.

13. MARKING AND SIGNS FOR ACCESS ROUTES

ALL REQUIRED SIGNS AND MARKINGS SHALL CONFORM TO ADVISORY

CIRCULAR 150/5340-18H, STANDARD FOR AIRPORT SIGN SYSTEMS, OR

THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

ALL SIGNS ADJACENT TO AREAS USED BY AIRCRAFT MUST COMPLY

WITH THE FRANGIBLE REQUIREMENTS AS STATED IN ADVISORY

CIRCULAR 150/5220-23A, FRANGIBLE CONNECTIONS.

14. HAZARD MARKINGS AND LIGHTING

PRIOR TO CLOSING ANY AREAS IN THE AOA TO AIRCRAFT OR

EMERGENCY TRAFFIC, CONTRACTOR MUST CLEARLY DEFINE CLOSED

AREAS WITH WARNING LIGHTS, BARRICADES, CLOSED 'X' MARKINGS,

RCMS, AND FLAGS TO THE APPROVAL OF THE RESIDENT ENGINEER.

CONTRACTOR TO REFER TO CONSTRUCTION SAFETY DRAWINGS.

HAZARDOUS AREAS ON THE MOVEMENT AREA WILL BE MARKED WITH

FLASHER BARRICADES. THESE BARRICADES RESTRICT ACCESS AND

MAKE HAZARDS OBVIOUS TO AIRCRAFT, PERSONNEL, AND VEHICLES.

DURING PERIODS OF LOW VISIBILITY AND AT NIGHT, IDENTIFY

HAZARDOUS AREAS WITH RED FLASHING LIGHTS.

OPEN TRENCHES AND EXCAVATIONS MUST BE PROMINENTLY MARKED

WITH RED OR ORANGE FLAGS AND LIGHTS AS APPROVED BY THE

RESIDENT ENGINEER.

15. PROTECTION OF RUNWAY AND TAXIWAY AREAS

SAFETY AREAS - CONTRACTOR SHALL NOT IMPEDE ON THE SAFETY

AREAS WITHOUT A CLOSURE OF THE RUNWAY/TAXIWAY BY MEANS OF

A NOTAM.

OBJECT FREE AREAS - CONTRACTOR SHALL NOT PLACE EQUIPMENT,

MATERIAL, OR STOCKPILES IN THIS AREA. ALL OBJECTS OR MATERIALS

ADJACENT TO THIS AREA SHALL BE PROPERLY MARKED/LIT PER

ADVISORY CIRCULAR 150/5370-2G. CONTRACTOR CANNOT WORK IN

ACTIVE TAXIWAY OBJECT FREE AREA WITHOUT WING WALKERS TO

MAINTAIN A 5' CLEARANCE FROM THE WINGSPAN OF THE AIRCRAFT TO

CONSTRUCTION EQUIPMENT OR MATERIAL.

OBSTACLE FREE ZONE- CONTRACTOR TO PREVENT PERSONNEL,

MATERIAL, AND/OR EQUIPMENT FROM PENETRATING THE OBSTACLE

FREE ZONE AS DEFINED IN ADVISORY CIRCULAR 150/5300-13B.

16. AIRPORT SECURITY

CONTRACTOR SHALL ADHERE TO AIRPORT SECURITY REQUIREMENTS

AT ALL TIMES. SECURITY IDENTIFICATION BADGES AND RELATED

AIRPORT FAMILIARIZATION REQUIREMENTS ARE MANDATORY. KEY

CONSTRUCTION SUPERINTENDENTS AND ANY OTHER PERSONNEL

DEEMED NECESSARY BY THE AIRPORT SHALL BE REQUIRED TO BE

BADGED BY THE AIRPORT, COMPLETE A SECURITY CLASS AND AN

AIRPORT DRIVING CLASS AT THE EXPENSE OF THE CONTRACTOR

PRIOR TO CONSTRUCTION. UNBADGED CONSTRUCTION PERSONNEL

SHALL BE ESCORTED AT ALL TIMES DURING AIRSIDE CONSTRUCTION.

18. DUST CONTROL

CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST FROM THE

CONSTRUCTION SITE AT ALL TIMES. CONTRACTOR SHALL HAVE A

WATER TRUCK AND OPERATOR AVAILABLE 24 HOURS A DAY TO

CONTROL DUST. THE PROJECT'S LOCATION IS NEAR ACTIVE RUNWAYS

AND HIGHWAYS AND IS IN A LOCATION THAT EXPERIENCES HIGH WIND.

IT IS CRITICAL FOR THE CONTRACTOR TO KEEP DUST TO AN ABSOLUTE

MINIMUM BOTH DURING CONSTRUCTION, AND AFTER CONSTRUCTION

UNTIL THE EXPOSED SURFACES CONTAIN SUSTAINABLE VEGETATION.

CONTRACTOR SHALL PROVIDE THE RESIDENT ENGINEER AND AIRPORT

OPERATIONS WITH A CONTACT FOR 24 HOUR DUST CONTROL.

17. OTHER LIMITATIONS ON CONSTRUCTION

PROHIBITING OPEN-FLAME WELDING OR TORCH CUTTING

OPERATIONS UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE

PROVIDED AND THESE OPERATIONS HAVE BEEN AUTHORIZED BY THE

AIRPORT OPERATOR (AS TAILORED TO CONFORM TO LOCAL

REQUIREMENTS AND RESTRICTIONS).

PROMINENTLY MARKING OPEN TRENCHES, EXCAVATIONS, AND

STOCKPILED MATERIALS AT THE CONSTRUCTION AND LIGHTING

THESE OBSTACLES DURING HOURS OF RESTRICTED VISIBILITY AND

DARKNESS.

MARKING AND LIGHTING CLOSED, DECEPTIVE, AND HAZARDOUS

AREAS ON AIRPORTS, AS APPROPRIATE. CONSTRAINING STOCKPILED

MATERIAL TO PREVENT ITS MOVEMENT AS A RESULT OF THE

MAXIMUM ANTICIPATED AIRCRAFT BLAST AND FORECAST WIND

CONDITIONS.

NO USE OF TALL EQUIPMENTS (CRANES, CONCRETE PUMPS, AND SO

ON) UNLESS A FAA 7460-1 DETERMINATION LETTER IS ISSUED FOR

SUCH EQUIPMENT.

NO USE OF ELECTRICAL BLASTING CAPS ON OR WITHIN 1,000' OF THE

AIRPORT PROPERTY.

NO USE OF FLARE POTS WITHIN THE AOA.

BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR

MUST, THROUGH THE RESIDENT ENGINEER AND AIRPORT OPERATIONS,

GIVE NOTICE USING THE NOTICE TO AIRMEN (NOTAM) SYSTEM OF

PROPOSED LOCATION, TIME, AND DATE OF COMMENCEMENT OF

CONSTRUCTION. THE NOTAM SHOULD STATE THAT "PERSONNEL AND

EQUIPMENT ARE WORKING ADJACENT TO RUNWAY 13/31 AND

ASSOCIATED TAXIWAY CONNECTORS." ALL NOTAMS SHALL BE ISSUED

BY PVU . UPON COMPLETION OF WORK AND RETURN OF ALL SUCH

AREAS TO STANDARD CONDITIONS, THE CONTRACTOR MUST

COORDINATE WITH THE RESIDENT ENGINEER AND VERIFY THE

CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM.

THROUGHOUT THE PROJECT DURATION , THE CONTRACTOR MUST:

A. BE AWARE OF AND UNDERSTAND THE SAFETY PROBLEMS AND

HAZARDS DESCRIBED IN ADVISORY CIRCULAR 150/5370-2G,

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

B. CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY

STANDARDS CONTAINED IN ADVISORY CIRCULAR 150/5370-2G OR

ANY OF THE REFERENCES THEREIN.

C. INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS

NECESSARY TO BE AWARE OF CONDITIONS.

D. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR

REMEDY ANY UNSAFE OR POTENTIALLY UNSAFE CONDITIONS AS

SOON AS THEY ARE DISCOVERED.

E. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS,

PROVISIONS, AND PROCEDURES OUTLINED IN CONSTRUCTION

SAFETY PHASING PLAN (SEE DIV. 6 OF THE CONTRACT DOCUMENTS).

ANY CHANGES TO SCOPE OR SCHEDULE MUST BE NOTIFIED TO THE

RESIDENT ENGINEER AND PVU OPERATIONS AND DEVELOPMENT

MANAGER SO THAT NOTAMS CAN BE ISSUED, MAINTAINED, AND

CANCELED.

IN AN EVENT OF AN EMERGENCY, CONTRACTOR SHALL NOTIFY THE

RESIDENT ENGINEER, PVU OPERATIONS MANAGER, AND AIRPORT

EMERGENCY.

9. NOTIFICATION OF CONSTRUCTION ACTIVITIES

5. CONTRACTOR ACCESS (CONTINUED)

ALL VEHICLES WITHOUT PRIOR APPROVAL FROM AIRPORT THAT MUST

TRAVEL IN THE AOA WILL BE ESCORTED BY THE CONTRACTOR. THOSE

VEHICLES ARE REQUIRED TO ADHERE TO ALL RULES AND

REGULATIONS AS SET BY THE PROVO AIRPORT AND ADVISORY

CIRCULAR 150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION. IDENTIFICATION AND FLAGS/BEACONS MUST BE

ATTACHED TO THE VEHICLE AS STATED IN THE PREVIOUS NOTE.

THE AIRPORT OR ENGINEER WILL CONTACT PVU TOWER WHEN

PERMISSION TO ENTER THE AOA IS REQUIRED.

PROVO GROUND - 119.40 MHZ

HOURS: (JUN.-OCT. 6AM-10PM)(NOV.-MAY 6AM-9PM)

PROVO TOWER - 125.30 MHZ

CONTRACTOR IS REQUIRED TO NOTIFY THE PROJECT ENGINEER PRIOR

TO ENTERING ANY ACTIVE SAFETY AREAS OR OBJECT FREE AREAS.

CONTRACTOR, SUBCONTRACTOR, AND SUPPLIER EMPLOYEES OR ANY

UNAUTHORIZED PERSONS MUST BE RESTRICTED FROM ENTERING AN

AIRPORT AREA THAT WOULD BE HAZARDOUS.

AGENCY NAME AGENCY TYPE TELEPHONE

AIRPORT ADMINISTRATION

AIRPORT

ADMINISTRATION (801) 852-6715

PROVO CITY POLICE DEPARTMENT POLICE DEPARTMENT

(801) 852-6211

OR 911

PROVO CITY FIRE DEPARTMENT FIRE DEPARTMENT

(801) 852-6300

OR 911

BLUE STAKES OF UTAH UTILITY LOCATE (800) 662-4111

9. NOTIFICATION OF CONSTRUCTION ACTIVITIES

(CONTINUED)

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SHEET NAME:

SHEET NO:

DRAWN BY:

PROJECT NO:

DATE ISSUED:

DESIGNED BY:

CHECKED BY:

35 South 400 West St, Suite 200 St. George, UT 84770

435.673.4677

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/04 /20

CONSTRUCTION PHASING NOTES

NOTESPHASE 1 MAJOR WORK TO BE COMPLETED

DURATION

5 CALENDAR DAYS

CONTRACTOR ACCESS TIMES

NIGHTTIME ACCESS TO RUNWAY SAFETY AREA

24 HOUR ACCESS TO APPROVED WORK AREAS

ALL AIRPORT OPERATIONS AREAS SHALL REMAIN OPEN AND

UNAFFECTED DURING THIS PHASE WITH THE FOLLOWING

EXCEPTIONS:

· RUNWAY 13/31 AND RUNWAY 18/36 WILL BE CLOSED AT

NIGHT DURING THE…