2025-05-22 OCAT WRWA 2502_Issued For Bid_Plans (1).pdf

PDF 21 MB Posted May 30, 2025

Attached to: Reconstruct Terminal Apron South Gates – Phase II
Solicitation number: OCAT WRWA 2502
Issued by: Oklahoma County, Oklahoma City, Oklahoma

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File	Type	Posted
2025-05-22 OCAT WRWA 2502_Issued For Bid_Project Manual (1).pdf	PDF	May 30, 2025
OCAT WRWA 2502-Bidder List Collection Form.pdf	PDF	May 30, 2025
OCAT WRWA 2502-Addendum No. 1.pdf	PDF	May 30, 2025
Business Relationship Affidavit.pdf	PDF	May 30, 2025
Anti Noncollusion Affidavit.pdf	PDF	May 30, 2025
OCAT WRWA 2502-DBE Dealer Distributor Form.pdf	PDF	May 30, 2025
DBE Utilization Commitment-FILLABLE.pdf	PDF	May 30, 2025
OCAT WRWA 2502-LOI.pdf	PDF	May 30, 2025
Cert of Compliance - Construction Projects-FILLABLE.pdf	PDF	May 30, 2025

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Project No. OCAT WRWA 2502

SHEET INDEX

SHEET No. TITLE

PURSUANT TO SECTION 509(d) OF THE AIRPORT AND AIRWAY IMPROVEMENT ACT OF 1982 , AS AMENDED, I HEREBY CERTIFY THAT THE PLANS AND SPECIFICATIONS FOR THIS WORK

WERE PREPARED IN ACCORDANCE WITH FAA STANDARDS AS CONTAINED IN SECTION 152.11

OF FEDERAL AVIATION REGULATION PART 152.

CONSULTING CIVIL ENGINEERS

ATTEST

CHAIRMAN

OKLAHOMA CITY AIRPORT TRUST

DATE

REGISTERED PROFESSIONAL ENGINEER - OKLA. No.32498

MAC ARTHUR ASSOCIATED CONSULTANTS, LLC.

DATE

\D ra w in g s \2

-c o v .d g n

P L

O T

T E

D O

PLANS FOR

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur Associated Consultants

SOUTH GATES - PHASE II

RECONSTRUCT TERMINAL APRON

AIP NO. 3-40-0072-102-2025

TRUST SECRETARY

OKC WILL ROGERS INTERNATIONAL AIRPORT

05-22-2025

ISSUED FOR BID

EROSION CONTROL DETAILS

ELEVATION CONTROL PLAN

PAVEMENT MARKING DETAILS III

PAVEMENT MARKING DETAILS II

PAVEMENT MARKING DETAILS I

ENLARGED MARKING DETAILS - GATE 22 AND 24

ENLARGED MARKING DETAILS - GATES 20

OVERALL PAVEMENT MARKING PLAN

PAVEMENT MARKING DEMOLITION PLAN

PAVEMENT DETAILS III

PAVEMENT DETAILS II

PAVEMENT DETAILS I

PAVING AND JOINTING PLAN

EROSION CONTROL PLAN

GRADING PLAN

PAVEMENT DEMOLITION PLAN

PAVEMENT TYPICAL SECTIONS

PAY QUANTITY NOTES

SUMMARY OF ESTIMATED PAY QUANTITIES

OE AAA 7460 ANALYSIS OF CONSTRUCTION SEQUENCING

SEQUENCING DETAILS II

SEQUENCING DETAILS I

SEQUENCING PLAN - SEQUENCE 3

SEQUENCING PLAN - SEQUENCE 2

SEQUENCING PLAN - SEQUENCE 1

SEQUENCING PLAN - OVERVIEW

AIRPORT SECURITY, SAFETY & GENERAL NOTES

GENERAL AIRPORT SITE PLAN

SURVEY DATA SHEET

PROJECT LAYOUT PLAN

TITLE SHEET

JACOB J.

32498

SSIONA

E N G

AMOHALKO

E N S E

OFE

HARBAUGH

JACOB J. HARBAUGH, P.E.

P L

O T

T E

D O

B \D ra w in g s \2

B -a lp .d g n

SCALE

PROJ. ENGR.

DES. TECH.

QUALITY CONTROL

CAD TECH.

SHEET No.

DATEPROJECT NUMBER

SHEET TITLE

REVISION DATE

PROJECT

CKDBY

OKLAHOMA CITY, OKLAHOMA

JJH

KPF

XXX

SGP

05-22-2025

BENCH MARK INFORMATION

SEE SHEET 3 FOR C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur Associated Consultants

05-22-2025

ISSUED FOR BID

AIP NO. 3-40-0072-102-2025

RECONSTRUCT TERMINAL APRON SOUTH GATES - PHASE II

OKC WILL ROGERS INTERNATIONAL AIRPORT

JACOB J.

32498

SSIONA

E N G

AMOHALKO

E N S E

OFE

HARBAUGH

F U

E L

F U

E L

P P

206209

421422

30053007

3008 3009

40244025

403240354036

4044 4045

4053 4054

ARP

REIL

GS CRITICAL AREA

LOC CRITICAL AREA

LOC

AIRPORT SERVICE ROAD

GS CRITICAL AREA

LOC CRITICAL AREA

LOC

GS CRITICAL AREA

LOC CRITICAL AREA

LOC

EXISTING MALSR

ALSF-2

(FEE SIMPLE)

ALL AIRCRAFT

VISUAL APPROACH MINIMUMS

500' X 700' X 1000'

RUNWAY PROTECTION ZONE

(FEE SIMPLE)

ALL AIRCRAFT

VISUAL APPROACH MINIMUMS

500' X 700' X 1000'

RUNWAY PROTECTION ZONE

LOC CRITICAL AREA

LOC

MALSR

GS CRITICAL AREA

PAPI

MALSR

G-1

G G

MERIDIAN AVENUE

A M

E L

E A

R H

A R

S .W

T H

AIR CARGO ROAD

I-44

P O

A D

I-

U.S. 62

PORTLAND AVENUE

S .W

MERIDIAN AVENUE

S .W

PORTLAND AVENUE

MACARTHUR BLVD.

OLD MACARTHUR BLVD.

S .W

B U

R L

G T

R T H

R O

A D

S .H

VORTAC

LOC CRITICAL AREA

I-44

LON. 97°35'20.11"W

LAT. 35°22'41.64"N

RUNWAY 35R END

EL. 1286.9' (TDZE)

LON. 97°35'20.20"W

LAT. 35°24'18.57"N

LON. 97°35'50.72"W

LAT. 35°23'21.99"N

RUNWAY 31 ENDLON. 97°36'20.51"W

LAT. 35°22'44.50"N

RUNWAY 35L END

STORM WATER

DETENTION AREA

STORM WATER

DETENTION AREA

STORM WATER

DETENTION AREA

STORM WATER

DETENTION

M A C

A R

U R

B L V D

E X

N S

(HIGH POINT)

QUESADA DR.

FOSTER DR.

HALABY DR.

N R

O N

V D

H E

L M

S W

T H

S W

S T

M c

L U

SHAFFER DR.

QUESADA DR.

MACARTHUR BLVD.

ROCKWELL AVE.

S .W

500''

PORTLAND AVENUE

S .W

S .H

71.4' STRUCTURE HEIGHT

61' STRUCTURE HEIGHT

71.4' STRUCTURE HEIGHT

35' STRUCTURE HEIGHT

TAXIWAY OFA

FUTURE ALSF-2

3 34

2 35

11 2

2 35

1 36

34 27

23 14

22 15

22 1522

21 21 16

21 16

20 17

212 213

215 216

40794080 4080

FUTURE PERIMETER ROAD

40A

PART 77 APPROACH SURFACE

PART 77

APPROACH SURFACE

PART 77 APPROACH SURFACE

PART 77

APPROACH SURFACE

PART 77 APP. SURF.

GLIDEPATH QUALIFICATION SURFACE (GQS)

PART 77

APPROACH SURFACE

PART 77 APPROACH SURFACE

GLIDEPATH QUALIFICATION SURFACE (GQS)

PART 77 APPROACH SURFACE

PART 77

APPROACH SURFACE

PART 77 APP. SURF.

FUTURE GLIDEPATH QUALIFICATION SURFACE (GQS)

GLIDEPATH QUALIFICATION SURFACE (GQS)

G L

E P

Q U

A L

A T

U R F A C E

D E P

O N

S U R F A C E

P A R T

R O

A C

U R F A C E

S U R

FAC

P A R T

R O

A C

U R F A C E

S U R

FAC

THRESHOLD SIT

ING SURFACE (TYPE 7)

THRESHOLD SITING SURFACE (TYPE 7)

THRESHOLD SIT

ING SURFACE (TYPE 7)

THRESHOLD SITING SURFACE (TYPE 7)

THRESHOLD SIT

ING SURFACE (TYPE 7)

THRESHOLD SIT

ING SURFACE (TYPE 7)

THRESHOLD SITING SURFACE (TYPE 7)

T H

R E S

H O

L D

U R F A C E

Y P E

H O

S U R

FAC

E (T

G L

E P

A L

A T

U R F A C E

Q S

D E P

O N

S U R F A C E

Q S

T S S

Y P E

INITIA

L TSS

(TYPE 5)

INITIAL TSS (TYPE 5)

INITIAL PART 77 APPROACH SURFACE

INITIA

L PART 77

APPROACH SURFACE

71.4' STRUCTURE HEIGHT

526 '

600'± '

SHEET CONTENTS

DO NOT SCALE DRAWINGS

CHECKED BY:

DRAWN BY:

DATE:

M&H NO.:

SHEET NO.

AIRPORT PROPERTY LINE

AIRPORT SECURITY FENCE

BUILDINGS

AIRFIELD PAVEMENT

RUNWAY PROTECTION ZONE/APPROACH SURFACE

PAVED ROADS

BUILDING RESTRICTION LINE

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

AIRPORT BEACON

LIGHTED WIND CONE

X X

RSA RSA (F)

ROFA ROFA (F)

RPZ EASEMENT

PRECISION APPROACH PATH INDICATOR (PAPI)

RUNWAY END IDENTIFIER LIGHTS (REILS)

DRAWING LEGEND

FUTUREEXISTING

HOLDLINES

SURVEY MONUMENTS

AIRPORT REFERENCE POINT

VISUAL APPROACH SLOPE INDICATOR (VASI)

BRL

RUNWAY VISIBILITY ZONE

PRECISION OBSTACLE FREE ZONE

REVISIONS

DATE

True North

400'0 800' 1600' 2400'

GRAPHIC SCALE IN FEET

May 2014

0° 7.5' W Annual Change

4° 5' 28" E Magnetic Declination

NO.

BUILDING LEGEND

DESCRIPTION TOP ELEV.

1313.7'AAR HANGAR 1B4049

1307.1'THRIFTY CAR RENTAL4045

1307.5'AVIS CAR RENTAL4044

1306.7'HERTZ BLD4043

1303.6'HERTZ OFFICE4042

1306.8'BUDGET BLD4041

1306.0'BUDGET CARWASH4040

1282.0'LINE SHED 44039

1293.9'SIMULATOR4036

1294.8'SIMULATOR4035

1290.2'CHILLER4032

1332.5'MULTI PURPOSE BLD4031

1290.5'CHILLER4029

1337.0'AVIATION RECORD BLD4028

1289.2'TITLE-BLD4027

1307.6'FLIGHT INSPECTION4025

1293.9'BUILDINGS K,L4024

1284.7'LINE SHED 24023

1293.3'ARB CAFETERIA4021

1318.6'AIR NAVIG FAC #24020

1322.9'HEADQUARTERS4019

1314.4'FAA-ACADEMY4016

1313.8'TOP COOLING TWR RADAR TRAIN4015

1313.2'AIR NAVIG FAC #14014

1287.3'FLIGHT STANDARDS BLD4013

NO.

BUILDING LEGEND

DESCRIPTION TOP ELEV.

(U.C.) UNDER CONSTRUCTION

1290.3'B10231011

1302.8'B10331010

1292.5'B10401009

1289.7'B10011008

1287.6'B10081006

1295.7'B10451005

1335.1'B-ALCF1004

1293.4'B10411003

1289.5'B10071002

1309.4'B-NEWFS1001

1286.3'B10161000

1278.0'BUILDING 1038502

1273.9'BUILDING 1036501

1269.2'MAINTENANCE OFFICE432

1262.1'MAINTENANCE SHED431

1261.2'MAINTENANCE SHED430

1261.9'MAINTENANCE SHED429

1263.5'MAINTENANCE SHED427

1258.4'BUILDING #402425

1266.0'BUILDING #401424

1268.3'MAINTENANCE SHED423

1263.0'STORAGE BUILDING #601422

1271.3'BUILDING #406421

1269.5'MAINTENANCE SHED420

1335.4'HANGAR 8418

1331.2'HANGAR 9415

FUTURE AIR CARGO TERMINAL/SUPPORT413

1276.6'METAL STORAGE SHED412

1283.0'METAL BUILDING411

1305.0'LOGISTICS LAB410

1282.5'RADAR ANTENNA LAB409

ASDE-3408

1281.0'WASTE WATER TREATMENT407

1293.2'SPECIAL PURPOSE BUILDING405

1292.4'HAZ. MAT. BUILDING404

1316.6'AAR HANGAR 1C401

ASR-4216

DASR-11215

NETS214

RADAR SUPPORT FACILITY213

ENROUTE SUPPORT FACILITY212

1286.3'LSTC211

1288.2'ANNEX210

1305.8'2D209

1309.4'GROUND MAINTENANCE206

1314.5'VORTAC204

1309.9'PROGRAM SUPPORT201

1313.6'SYSTEM SUPPORT196

1284.1'ARSB-TEST185

1288.0'1E167

1291.3'1D166

1292.6'ATCBI-TEST136

1281.6'ATCBI-SHOP123

1299.5'VOR 700117

CLEAN ENERGY CNG FACILITY53

1314.8'AIR CARGO FACILITY52

1270.0'RT51

DEVON ENERGY HANGAR50

AIRPORT RESCUE/FIRE FIGHTING (ARFF)49

ASOS48

FUTURE PARKING STRUCTURE47

OVERFLOW PARKING46

OIL TANK BATTERY45

POTENTIAL SOUTH CONCOURSE44

SNOW BARN43

US CUSTOMS & BORDER PATROL HANGAR42

US POSTAL FACILITY41

HANGAR40A

ARINC HANGAR 80 LLC40

1320.1'US CUSTOMS NATIONAL AIR TRAINING CENTER39

1320.8'SW AIRLINES RESERVATIONS CENTER38

AIR NATIONAL GUARD EXPANSION37

FBO EXPANSION AREA36

FUTURE EAST CONCOURSE35

FUEL MAINTENANCE OFFICE BUILDING34

1289.8'CAREER CENTER-METRO TECH33

TAXIWAY LIGHTING VAULT32

1356.5'BOP FEDERAL TRANSFER CENTER31

SHUTTLE PARKING30

1324.9'AVIATION ASSOCIATES29

MUSTANG FUEL DEPOT28

1310.3'PARKING TOLL BOOTHS27

VARIESAIRPORT MAINTENANCE FACILITY26

FIVE-LEVEL PARKING GARAGE25

EAST EMPLOYEE PARKING24

WEST CONCOURSE23

1351.8'FEDERAL MARSHAL HANGAR22

CEMETERY21

1285.8'HAGGAR20

ONG & OKC WATER DEPARTMENT19

1287.0'AIRFIELD LIGHTING ELECTRICAL VAULT18

GENERAL AVIATION TERMINAL (U.C.)17

`1320.2'NINETY NINE'S INC.16

FUEL SATELLITE15

FUEL STORAGE FACILITY14

1277.4'SORB13

1305.8'FIRE PUMP FACILITY12

1300.0'NATIONAL WEATHER BUREAU11

1312.0'OLD ARFF-AAR VEHICLE MAINTENANCE10

1316.5'FBO MAINTENANCE AREA9

1426.2'AIR TRAFFIC CONTROL TOWER8

VARIESCAR RENTAL FACILITIES7

1318.8'AIRPORT HOTEL6

1351.1'TWO-LEVEL PARKING GARAGE5

1307.4'AIR CARGO FACILITIES (TBR)4

1346.6'TERMINAL BUILDING3

VARIESAIR NATIONAL GUARD AREA2

VARIESMMAC CENTER/FAA1

1286.4'LINE SHED 14012

1285.7'LINE MAIN SOUTH4011

1286.4'LINE MAINT BLD4010

1334.4'STAFFORD BLD4009

1332.4'SYS-TRAIN4008

1290.9'ASR-9-GRGE4007

1336.6'REGISTRY BLD4006

1294.1'ASR-94005

1305.9'GRN-WRHSE-BLD4004

1294.7'ARSR-1D4003

1295.5'TRAIN CNTR-C4002

1299.8'TRAIN-CNTR-B4001

1296.0'TRAIN-CNTR-A4000

MODULAR BUILDINGS 1,2,33016

SCREENING FACILITY3015

1291.0'UNKN BLD3014

1285.8'POST OFF ANNX3011

1332.4'AEROMED SMK STCK3009

1285.4'STL YRD BAT STOR3008

1281.8'STL TRD STOR3007

1290.1'CHILLER3005

1287.5'TSI EAST3004

1293.7'TSI LAB3003

1292.8'SHT MTL BLD3002

1310.2'BSE MAIN BLD3001

1294.3'METAL BUILDING3000

1302.5'BLK. N. OF 2O11211

ANG1061

1293.1'RADIO CLUB1060

1322.2'AIRMED INST1059

1299.0'COMM SUP FAC1058

1293.0'ASSMNT INST1057

1296.2'DAYCARE1056

1294.6'ABND STOR1055

1298.3'INDUS GAR1054

1297.7'FAA SEC-62041052

1302.2'ADS-BLD1051

1309.4'WRHSE1050

1387.0'COMM-TWR1046

1304.3'ILS-COMM1045

1297.7'ILS-STOR1044

1299.8'ILS TRAINING1042

1294.0'ILS-1A1041

1310.8'N-WALK1040

1293.2'ESS BLD1039

1320.7'BM1038

1289.0'BM1037

1294.8'B-ARSR31036

1284.3'B10291032

1286.1'B10421031

1282.1'B10491030

1281.0'B58071029

1283.3'B10371028

1288.6'B10441027

1295.5'B1046102co 6

1286.9'B10351025

1285.3'B10221024

1287.4'B10091022

1291.1'B10101021

1334.1'B10111020

1292.8'B10141019

1282.8'B10341017

1283.0'B-S-FS1015

1296.0'B-AGE1014

1340.5'B10431013

1340.5'B10131012

NO.

BUILDING LEGEND

DESCRIPTION TOP ELEV.

(TBR) TO BE REMOVED

FUTURE POLICE BRIEFING STATION4090

FUTURE AIR CARGO FACILITY EXPANSION AREA4080

HANGAR4079

SECURITY COMMAND CENTER4078

1337.1'HANGAR 3A, 3B4077

FBO4076

1310.6'GROUND EQUIPMENT FACILITY4075

1303.5'GENERATOR BLD4074

1306.7'AIR CARGO FACILITY ANNEX. (TBR)4069

1322.5'CHESAPEAKE HANGAR4065

1306.5'AOPA N4060

1289.8'WEATHER STATION STORAGE4057

1318.6'HANGAR 34054

1316.5'HANGAR 24053

TECHNICAL SUPPORT FACILITY4052

1313.0'AAR HANGAR 1A4050

FAA APPROVAL

SURVEY MONUMENTS

1 PRIMARY AIRPORT CONTROL

ID TYPE STAMP

OKC C 2001

LATITUDE LONGITUDE

2 SECONDARY AIRPORT CONTROL ARP 4 OKC 1971

NAD83 (2007)

ELEVATION

NAVD88

1291.5'

1286.0'

3 SECONDARY AIRPORT CONTROL OKC D 2001 1281.1'

4 NATIONAL GEODETIC SURVEY L 218 1994 1274.80'

5 NATIONAL GEODETIC SURVEY J 218 1994 1281.43'

6 NATIONAL GEODETIC SURVEY K 218 1994 1273.68'

SOURCE: NOAA's National Geodetic Survey (NGS), National Spatial Reference System (NSRS) http://www.ngs.noaa.gov/

NOTES

NO THRESHOLD SITING SURFACE PENETRATIONS.5.

NO MODIFICATION OF STANDARDS.4.

NGVD27/NAVD88).

COORDINATE DATA AND ELEVATIONS FROM NOS SURVEY DATED 03/04/92 (NAD83, 3.

AERIAL PHOTO BY AERIAL DATA SERVICES, INC., AUGUST 2, 2007.2.

FOR CONSTRUCTION DOCUMENTATION OR NAVIGATION.

PRODUCT OF DETAILED ENGINEERING DESIGN ANALYSIS. IT IS NOT INTENDED TO BE USED

THIS DRAWING REFLECTS PLANNING STANDARDS SPECIFIC TO THIS AIRPORT, AND IS NOT 1.

RUNWAY OBSTACLE FREE ZONE

STORM WATER DETENTION AREA

GLIDEPATH QUALIFICATION SURFACE (GQS)

THRESHOLD SITING SURFACE (TSS)

R U

N W

A Y /3 ' X ,8

EL. 1286.3' (TDZE)

EL. 1279.2' (TDZE)

RUNWAY 13 END

EL. 1271.3'

LON. 97°36'27.80"W

LAT. 35°23'06.31"N

RUNWAY 36 END

EL. 1274.9'

LON. 97°36'27.82"W

LAT. 35°23'36.76"N

RUNWAY 18 END

ROADWAY EL. 1257'

EL. 1260'

ROADWAY

EL. 1272'

ROADWAY

EL. 1255'

ROADWAY

W il l R o g e rs W o rl d A ir p o rt

A ir p o rt L a y o u t P la n U p d a te

T e rm in a l

D r

O k la h o m a C it y

O K

R3132100-122026.01

DEC. 15, 2014

JWB

MMC

AIRPORT LAYOUT

PLAN

NOT FOR CONSTRUCTION

alteration to these documents.

responsible for any unauthorized use of, or

Hunt, Inc. Mead & Hunt shall not be except by written agreement with Mead & other project or extension of this project not be duplicated, disclosed, or used on any

This document, or any portion thereof, shall

Madison, WI 53719

6501 Watts Road

Mead & Hunt, Inc.

EL. 1278'

RAILROAD

EL. 1266'

RAILROAD

EL. 1260'

RAILROAD

EL. 1269'

ROADWAY

EL. 1269'

ROADWAY

EL. 1278.8'

HIGH POINT EL. 1295.2'

L O

T E L

1276.7'

RW35L TDZE

TDZE 1278.3'

1294.0'

RW35R TDZE

(FEE SIMPLE)

ALL AIRCRAFT

CAT. I VISIBILITY MINIMUMS

1000' X 1750' X 2500'

RUNWAY PROTECTION ZONE

(FEE SIMPLE)

ALL AIRCRAFT

CAT. I VISIBILITY MINIMUMS

1000' X 1750' X 2500'

RUNWAY PROTECTION ZONE

(FEE SIMPLE)

ALL AIRCRAFT

CAT. II VISIBILITY MINIMUMS

1000' X 1750' X 2500'

RUNWAY PROTECTION ZONE

(FEE SIMPLE)

ALL AIRCRAFT

CAT. I VISIBILITY MINIMUMS

1000' X 1750' X 2500'

RUNWAY PROTECTION ZONE

(FEE SIMPLE)

ALL AIRCRAFT

1-MILE VISIBILITY MINIMUMS

500' X 1010' X 1700'

RUNWAY PROTECTION ZONE

(FEE SIMPLE)

ALL AIRCRAFT

1-MILE APPROACH MINIMUMS

500' X 1010' X 1700'

RUNWAY PROTECTION ZONE

(LOW POINT)

EL. 1283.2'

RUNWAY 17L END

(LOW POINT)

EL. 1263.9'

(HIGH POINT)

EL. 1282.2' (TDZE)

RUNWAY 17R END

CLOSED

ROAD

ROADWAY EL. 1256'

EL. 1256'

ACCESS RD.

ROADWAY EL. 1255'

EL. 1256'

ACCESS RD.

ROADWAY EL. 1253'

EL. 1253'

ACCESS RD.

ROADWAY EL. 1249'

EL. 1249'

ACCESS RD.

ROADWAY EL. 1253'

EL. 1253'

ACCESS RD.

EL. 1279'

ACCESS RD.

EL. 1287'

ACCESS RD.

EL. 1277'

ROADWAY

EL. 1285'

ROADWAY

EL. 1286'

ROADWAY

EL. 1291'

ACCESS RD.

EL. 1294'

ROADWAY

EL. 1284'

ROADWAY

EL. 1275'

ROADWAY

EL. 1287'

ACCESS RD.

EL. 1285'

ROADWAY

EL. 1279'

ACCESS RD.

EL. 1276'

ACCESS RD.

ROADWAY EL. 1289'

EL. 1276'

ACCESS RD.

EL. 1290'

ACCESS RD.

EL. 1286'

ACCESS RD.

ROADWAY EL. 1296'

ROADWAY EL. 1267'

ROADWAY EL. 1271'

ROADWAY EL. 1289'

EL. 1266'

ROADWAY

EL. 1270'

ROADWAY

EL. 1266'

ROADWAY

EL. 1265'

ROADWAY

EL. 1277'

ROADWAY

1. UNDERGROUND UTILITY LINES DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED

FROM INFORMATION PROVIDED BY THE OWNER AND OTHER SOURCES. NEITHER THE

OWNER OR THE ENGINEER TAKES RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO

COMMENCING ANY CONSTRUCTION OR DIGGING OPERATIONS WITHIN THE AREA OF THESE

DRAWINGS A FIELD VERIFICATION AND PHYSICAL EXAMINATION OF THE WORK LIMITS

SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR SHALL ASSUME THAT

ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE NOT SHOWN ON THESE DRAWINGS.

THE LOCATIONS, BOTH HORIZONTAL AND VERTICAL, SHOWN ON THESE DRAWINGS ARE

ONLY APPROXIMATE. CONTRACTOR SHALL VERIFY BEFORE BEGINNING ANY

CONSTRUCTION OR DIGGING OPERATIONS. CONTRACTOR SHALL "CALL OKIE" FOR

COORDINATION AND HELP IN LOCATING UNDERGROUND LINES.

2. PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL EXISTING

UNDERGROUND AND/OR OVERHEAD HIGH VOLTAGE ELECTRICAL LINES. EXTREME

CAUTION AND CARE SHALL BE EXERCISED BY THIS CONTRACTOR RELATING TO SAFETY

AND TO ENSURE EMPLOYEES SHALL USE DILIGENT CARE AT ALL TIMES TO PERFORM

THEIR WORK IN A SAFE MANNER TO PROTECT THEMSELVES, OTHER EMPLOYEES, AND

PROPERTY OF THE OWNER AND THE CONTRACTOR.

3. GENERAL CONTRACTOR SHALL FIELD CHECK, PROVIDE AND VERIFY ADEQUATE

CLEARANCES BETWEEN NEW AND EXISTING UNDERGROUND PIPES, CONDUITS AND

STRUCTURES BEFORE BEGINNING CONSTRUCTION. ELEVATIONS SHOWN FOR STORM

SEWERS SHALL HAVE PRECEDENCE OVER MINIMUM DEPTHS FOR WATER AND GAS

PRESSURE LINES AND ALL OTHER NON-GRAVITY LINES. DEPTHS OF ALL NON-GRAVITY

LINES SHALL BE ADJUSTED IN THE FIELD TO PROVIDE MINIMUM OF 18" CLEARANCE

WITH GRAVITY LINES AND OTHER NON-GRAVITY LINES. IF NON-GRAVITY LINES ARE

CONSTRUCTED BEFORE GRAVITY LINES ARE IN PLACE, GENERAL CONTRACTOR SHALL

EXERCISE EXTREME CARE IN PROVIDING AND MAINTAINING ADEQUATE CLEARANCES FOR

GRAVITY LINE CONSTRUCTION, AS CALLED OUT ABOVE.

4. PROPOSED CONTOURS ARE FINISH GRADES TO TOP OF PAVEMENT OR TOPSOIL.

COORDINATE WITH PAVING AND GRADING SECTIONS FOR SUBGRADE ELEVATIONS.

OF THE CONTRACT DOCUMENTS. THE CONTRACTOR MUST INTERPRET SUCH DATA

ACCORDING TO HIS OWN JUDGEMENT AND ACKNOWLEDGES THAT HE IS NOT RELYING

UPON THE DATA AS ACCURATELY DESCRIBING THE SUBSURFACE CONDITIONS WHICH MAY

BE FOUND TO EXIST. THE CONTRACTOR FURTHER ACKNOWLEDGES THAT HE ASSUMES

ALL RISKS CONTINGENT UPON THE NATURE OF THE SUBSURFACE CONDITIONS TO BE

ACTUALLY ENCOUNTERED BY HIM IN PERFORMING THE WORK COVERED BY THE

CONTRACT.

5. TEST BORING LOCATIONS AND DATA MAY BE OBTAINED UPON REQUEST.

THEY ARE OFFERED IN GOOD FAITH SOLELY FOR THE PURPOSE OF

PLACING THE CONTRACTOR IN RECEIPT OF THE INFORMATION AVAILABLE TO THE

ENGINEER AND THE OWNER, AND IN NO EVENT IS TO BE CONSIDERED A PART

GENERAL NOTES

24" RCP

TH #2

NOTED

ELEV.

C.O. C.O.

NOTED

24" RCP

PUD

AS SHOWN

NOTED

BUILDING

GAS LINE

WATER LINE

STORM SEWER

SANITARY SEWER

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

VALVE & VALVE BOX

ELECT. OR TELEPHONE POLE

DOWN GUY WIRE

SOIL TEST HOLE

BENCH MARK

STREET LIGHT

FIRE HYDRANT

POST INDICATOR VALVE

CONTOUR LINE

MANHOLE

SPOT ELEVATION

DIRECTION OF DRAINAGE

FENCE

CLEAN OUT

TELEPHONE RISER

CABLE TV RISER

ELECTRIC RISER

WATER METER

INDUSTRIAL WASTE

LEASE LINE

STORM SEWER JUNCTION BOX

TREES

FORCE MAIN

LIQUID FUEL

GRADING LIMITS

CONCRETE PAVEMENT

PAVEMENT REMOVAL

GRAVEL PAVING

SLAB SOD

OVERHEAD ELECTRIC LINE

SIGN LOCATION

UNDERGROUND FUEL LINE(S)

STORM SEWER INLET

GATE

UNDERDRAIN (NON-PERFORATED)

UNDERDRAIN (PERFORATED)

VERTICAL UNDERDRAIN

R/W EDGE LIGHTS

TOUCHDOWN ZONE LIGHTS

CONTRACTOR'S ACCESS & HAUL ROUTE

GLIDE SLOPE CONTROL CABLE

EXISTINGNEW

BENCHMARK

SURVEY CONTROL POINT

SURVEY MONUMENT

UGT

I W

UGF

VUD

UGE

GSC

GENERAL LEGEND

ELEC. DUCT BANK 2 2

RUNWAY LIGHT

XX XX

NOTEDBITUMINOUS PAVEMENT

BITUMINOUS PAVEMENT (DEMO)

ELEV.

AS SHOWN

PROJECT LAYOUT PLAN

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

H -1

PROJECT LOCATION

http://www.ngs.noaa.gov/

FL W=1280.19 18" RCP

FL E=1280.59 6" PVC

T/G=1283.29

FL N=1280.38 24" RCP

FL W=1280.38 24" RCP

T/G=1284.18

FL W=1279.36 24" RCP

FL S=1280.01 8" HDPE

T/G=1283.96

FL S=1280.57 24" RCP

FL E=1282.42 8" HDPE

FL W=1280.72 Capped 8" Steel

T/G=1285.12

FL NE=1278.32 36" RCP

FL W=1278.77 30" RCP

FL S=1280.37 8" PVC

FL S=1280.17 8" PVC

T/G=1284.92

FL E=1279.56 30" RCP

FL N=1281.31 8" Unknown Type

FL N=1283.31 8" Capped Steel

FL W=1281.01 8" Capped Steel

T/G=1285.31

FL N=1282.36 8" Capped Steel

FL N=1278.66 36" RCP

FL W=1278.51 30" RCP

FL S=1277.21 54" RCP

T/G=1285.11

FL S=1282.85 8" CPP

FL E=1281.55 30" RCP

T/G=1285.35

FL E=1280.61 8" Capped Steel

FL N=1280.31 30" RCP

FL S=1283.41 8" CPP

FL E=1281.51 12" RCP

T/G=1285.81

F L W

.9 " R

C P

F L S

E .9 " R

C P

F L E

.5 " R

C P

F L N

W .3 " R

C P

T /G

F L S

W .0 " R

C P

F L N

E .0 " R

C P

T /G

FL SE=1280.92 24" RCP

FL N=1280.97 24" RCP

T/G=1284.12

FL N=1278.23 18" RCP

T/G=1282.98

FL SW=1286.71 6" PVC

FL S=1286.61 24" RCP

T/G=1289.51

FL S=1289.02 12" RCP

T/G=1291.52

N=12

87.

12"

T/G =12

90.

65Sto rm Dra in D ete ntio n N R.3

Type Unkown

FL SE=1289.77 6"

T/G=1291.32

FL N=1284.85 Capped 8" Steel

FL N=1282.40 24" RCP

FL S=1282.45 24" RCP

T/G=1288.25

Storm Drain Detention NR.4

FL NW=1281.55 24" RCP

FL S=1280.95 36" RCP

FL NE=1281.45 30" RCP

T/G=1287.45

FL S=1285.22 8" Steel Capped

FL SW=1283.42 30" RCP

FL NE=1283.82 24" RCP

T/G=1288.82

Storm Drain Detention NR.4

NE=12

82.

16"

RCP

SE=12

83.

8" S tee l

S=1

.77

" R

T/G =12

86.

17 Ero sio n F abr ic

Co ver ed wit h T/G

=12 86.

FL W=1283.13 8" Steel

FL S=1279.18 24" RCP

FL N=1279.13 24" RCP

T/G=1285.88

Vertical Pipe

FL=1283.75 8" CMP

T/G=1286.70

FL W=1278.66 24" RCP

T/G=1282.21

FL E=1286.30 8" RCP

FL S=1286.65 8" Steel Capped

T/G=1290.30

T/G=1287.95

FL N=1284.46 8" Steel Capped

FL N=1280.36 36" RCP

FL S=1280.36 36" RCP

T/G=1288.56

Storm Drain Detention NR.

FL N=1285.65 8" Steel Capped

FL N=1281.85 30" RCP

FL S=1281.35 36" RCP

T/G=1289.35

Storm Drain Detention NR.3

FL W=1286.33 18" RCP

T/G=1290.03

Storm Drain Detention NR.2

FL SW=1276.81 36" RCP

FL N=1275.86 54" RCP

FL S=1275.31 54" RCP

T/G=1288.31

FL W=1276.10 24" RCP

FL N=1275.90 48" RCP

FL S=1275.90 48" RCP

T/G=1287.60FL E=1280.38 24" RCP

T/G=1287.28

FL N=1278.85 30" RCP

FL E=1277.45 24" RCP

FL S=1276.55 48" RCP

FL W=1280.35 8" Steel Capped

T/G=1286.55

FL E=1282.79 24" RCP

T/G=1287.54

Storm Drain Detention NR.2

FL N=1282.96 10" Steel Capped

FL NE=1281.46 24" RCP

FL SW=1281.56 24" RCP

T/G=1286.66

FL SW=1278.72 24" RCP

FL S=1279.42 10" Steel Capped

FL E=1278.82 24" RCP

T/G=1285.62

FL N=1280.82 24" RCP

FL SE=1280.72 24" RCP

FL W=1285.62 8" Steel Capped

T/G=1288.92

FL S=1280.13 30" RCP

FL N=1280.18 30" RCP

T/G=1288.58

FL S=1286.09 8" Steel Capped

FL SW=1283.39 24" RCP

FL NE=1283.34 17"x13" RCP

T/G=1290.49

FL E=1284.10 6" PVC

FL W=1285.17 6" PVC

FL NW=1287.95 6" PVC

T/G=1290.95

FL NW=1286.28 12" RCP

T/G=1291.33

FL N=1282.65 18" RCP

FL NW=1282.55 24" RCP

FL NE=1282.75 24" RCP

FL S=1282.25 30" RCP

T/G=1289.95

Storm Drain Detention NR.3

FL SE=1288.92 4" PVC

FL SW=1287.54 18" RCP

FL NW=1287.52 18" RCP

T/G=1291.02

FL W=1286.35 18" RCP

FL E=1286.48 18" RCP

T/G=1290.55

Storm Drain Detention NR.4

FL W=1284.95 24" RCP

FL E=1285.30 18" RCP

FL N=1286.37 8" W/Lid

T/G=1289.85

Storm Drain Detention Nr.4

FL SW=1285.14 24" RCP

FL E=1285.49 18" RCP

FL N=1285.43 36" RCP

T/G=1290.39

FL S=1284.03 24" RCP

FL NE=1284.05 24" RCP

T/G=1289.78

FL S=128

5.73 24" R

CPT/G=1289.73

12" RCP

FL S=1287.57

T/G=1290.24

12" RCP

FL SW=1287.53

T/G=1290.80AREA INLET 15

Incorrect Lid

FL SW=1283.65 17"x13" RCP

FL E=1283.79 12" RCP

T/R=1290.95

FL S=1285.35 12" RCP

FL W=1285.38 12" RCP

T/R=1291.35

FL W=1271.69 12" RCP

FL SE=1271.69 18" RCP

FL NE=1288.60 6" PVC

T/R=1291.69

FL S=1285.50 18" RCP

FL N=1285.60 18" Metal

T/R=1291.20

Storm Drain Detention NR.2

Storm Drain Detention NR.

Storm Drain Detention NR.4

Storm Drain Detention Nr.3

Storm Drain Detention NR.2

Storm Drain Detention Nr.2

2 C .O

C.O.C.O.

2 C.O.

2 C.O

C.O.

2 C.O.

C.O.

G ro u n d P

L B

Elec PLB PLBElec

PLBElec

Elec PLB

Fire Hydrant PLB

SW B

ell

Tel e

2 C.O.

Fire Hydrant PLB

PLANS

W FL IN

CHECK

FL S=1282.64 30" RCP

FL E=1284.64 6"

FL W=1284.74 6"

T/G=1289.14

Under Drain PLB

FL S=1286.24 8" Metal W/Lid

FL S=1283.14 24" RCP

FL N=1283.14 18" RCP

T/G=1290.39

S S

S S S

S S

" R

C P

" R

C P

30" RCP

R C

P L

O T

T E

D O

B \D ra w in g s \2

B -s u rv .d g n

SCALE

PROJ. ENGR.

DES. TECH.

QUALITY CONTROL

CAD TECH.

SHEET No.

DATEPROJECT NUMBER

SHEET TITLE

REVISION DATE

PROJECT

CKDBY

OKLAHOMA CITY, OKLAHOMA

JJH

KPF

XXX

SGP

05-22-2025

C.O.A. No. 699 Renewal Date: 06-30-25

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

MacArthur Associated Consultants

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

05-22-2025

ISSUED FOR BID

AIP NO. 3-40-0072-102-2025

RECONSTRUCT TERMINAL APRON SOUTH GATES - PHASE II

OKC WILL ROGERS INTERNATIONAL AIRPORT

BM #554

BM #555

FL SE=1282.02

FL W=1280.32

T/R=1291.92

FL SW=1277.95

FL NW=1286.05

FL NE=1278.10

T/R=1291.45

FL SW=1278.98

FL NW=1279.18

FL E=1279.12

T/R=1291.70

Rapidly Flowing South

FL S=1273.74

FL N=1273.74

T/R=1288.60

FL NW=1275.09

FL S=1274.73

FL N=1274.73

T/R=1289.99

FL W=1278.03

FL NE=1278.23

T/R=1291.31

FL W=1276.94

FL E=1276.96

T/R=1290.78

FL S=1281.56

FL NW=1281.66

T/R=1290.96

FL SE=1289.75

FL NW=1282.35

T/R=1289.83

FL W=1280.58

FL N=1280.62

T/R=1290.28

FL E=1279.36

FL W=1279.66

FL NE=1285.06

T/R=1291.42

FL SE=1280.80

FL NE=1280.76

T/R=1291.50

FL W=1286.77 18" RCP

FL S=1286.83 15" RCP

FL E=1286.73 18" RCP

T/R=1290.83

FL NE=1277.77

FL E=1276.57

FL S=1276.61

FL W=1277.77

FL N=1275.60

T/R=1291.07

FL SW

=1281.22

FL NW

=1281.38

T/R=1291.48

Asphalt

Asphalt Patches

2 B olla rds

B o lla rd

Bollard

B o lla rd

B o ll a rd s

Bollard

2 Bollards

B o ll a rd s

6 Bollards

4 Bollards

B o ll a rd s

5 Bollards

B o ll a rd

4 Bollards

2 Bollards

Bollard

2 Bollards 3 Bollards 8 Bollards

B o ll a rd s

Bollard

Bollard Bollard

2 Bollards

4 Bollards

Bollard

2 Bollards B o ll a rd s

Bollard

Bollard 3 Bollards

B o ll a rd s

7 Bollards

8 Bollards

4 Bollards

B o lla rd s

2 B olla rds

7 B olla rds

Bollard

4 Bollards

Bollard

2 Bollards

6 Bollards

B ol la rd

4 Bollards 4 Bollards

Bollard Bollard

BollardBollard

Bollard

C.O.

C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.

C.O.

C.O.C.O.C.O.

C.O. C.O.

C.O.

Concrete

C o n c re te

Concrete

EB EB

ET ET

FHFH

GL GL GL GL GL GL GL GL GL

GL GL

GL GL GL GL

GLGLGLGL

GLGLGLGLGLGLGL

G L

Gate

LPLP

LPLPLP

LP LP LP

MHMH

MH MH

MHMHMH

PLB

ONG MKR

R a m p

Ramp

Ra mp

TCPTCP

TCP

TCP TCP

TCP

TCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCP TCP

TCP

TCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCPTCP

TCP

TCPTCP

TCP

TCP TCP

TCP

TCPTCPTCP

TCP

WV WV

2 Bollards 2 Bollards

2 Bollards

4 Bollards

6 Bollards B o ll a rd s

2 Bollards

2 Bollards 2 Bollards

2 Bollards 2 Bollards 2 Bollards 2 Bollards

B o ll a rd s

B o lla rd

C.O.

2 Bollards 2 Bollards 2 Bollards2 Bollards

2 Bollards

7 Bollards

2 Bollards

4 Bollards 4 Bollards 4 Bollards

2 Bollards

4 Bollards 4 Bollards 4 Bollards

3 B ollards

6 Bollards

6 B ollards

4 Bollards

B ol la rd

4 Bollards

4 Bollards 4 Bollards 4 Bollards

B o lla rd s

Washout & Broken Concrete

FAA RADAR

Telephone

ASR 8

Ground Rod

Ground RodGround Rod

Ground Rod

10"x6" Steel Plate10"x6" Steel Plate10"x6" Steel Plate

Cap 8-4" 4' Deep 3'

Ground Rod

Ground Rod Ground Rod

Ground Rod

Under DrainUnder Drain

Ground Rod

Brass Cap 4-4 4 Deep 3

Ground Rod

Ground RodGround Rod

Brass Cap

Ground Rod

Ground RodGround Rod

Ground Rod

Brass Cap Duct 4 Deep

Brass Cap 4-4 Duct 4 Deep

Ground Rod

Brass Cap

FND PK

FL W=1283.91

FL E=1283.97

T/R=1288.07

C.O.

Asphalt Patch

Asphalt Patches

Asphalt Patch

Asphalt Patches

1286 1286

TERMINAL

AS SHOWN

SURVEY DATA SHEET

not be assumed present within the boundary limits.

required One Call 811 locate system. Any utilities not marked or shown on a provided utility atlas will located in the field. Due diligence has been performed in requesting utility locates through the locate request, utility atlas maps, evidence of structures or features related to said utilities that are

All utility lines and features shown hereon are reflected by the best means available, I.E., utility

UTILITY DISCLAIMER

North of the "Vehicle DPF Regeneration Area" sign on the North side of the terminal.

BM #555- Cut "X" on top of curb approximately 20' East of the Southeast building corner of the Building grassy area on the East side of Taxiway C between Taxiway C6 & C7

BM #554- Cut "X" in the center of a flume approximately 20' West of the apron at the North end of a of an area inlet on the West side grassy area on the West side of Taxiway G between Taxiway K & J.

BM #553- 5/8" iron bar with a 1 1/2" metal MAC CA699 cap approximately 8' South of the apron & North of an area inlet in a grassy area on the South side of Taxiway G between Taxiway K & J.

BM #552- 5/8" iron bar with a 1 1/2" metal MAC CA699 cap approximately 8' South of the apron & North

North of the flume on the South end of grassy area between Taxiway G & E8.

BM #551- 5/8" iron bar with a 1 1/2" metal MAC CA699 cap approximately 8' East of the apron & 10'

North of the flume on the North end the grassy between Taxiway E6 & E8.

BM #550- 5/8" iron bar with a 1 1/2" aluminum MAC CA699 cap approximately 5' East of the apron & 10'

BENCHMARK NOTES:

State Board of Licensure for Professional Engineers and Land Surveyors.

Oklahoma Minimum Standards for the Practice of Land Surveying as adopted by the Oklahoma direct and responsible charge from an actual survey made under my supervision and meets the

I, David E. Woody II, certify that this horizontal/vertical control survey was completed under my

5. All control points were set and observed on June 5th, 2023.

with and Accuracy of 0.003:100, adjusted to third order accuracy.

1988 (NAVD88). All elevations are determined by performing a level run with a SECO Auto Level performing a level run using a SECO Auto level. The datum is North American Vertical Datum of

4. All elevations of control points are based on initial elevation of on-site control point 556 by

Station.

angles applied to control points were made with Trimble R-12i GPS and Trimble S6 Robotic Total adjusted by field measurements to ground distances in U.S. survey feet. All field measurements and performing a localization session. All distances are Grid as determined by GPS observations and

3. All bearings are based on Oklahoma State Plane North Zone NAD 83 as determined by point measurements and conventional level run for elevations and are to be used a basis of bearing.

base horizontal and vertical control. Control points 550-555 were established using observed control

AJ8114. Control points 550-555 were established using a RTK Network GPS System as a basis for

2. All control points are based on published NGS Aeronautical Survey Program Monument SAC shown in feet.

1. All horizontal coordinate values shown are U.S. Survey feet and all vertical elevation values are

Control Notes:

follows:

T11N-R4W of the Indian Meridian, Oklahoma County, Oklahoma. Methodology described as

Control for a tract of land lying in the SE/4 of Section 22-T11N-R4W and the NE/4 of Section 27-

CONTROL CERTIFICATION

DateName

K LAHOM

WOODY II

DAVID E.

E N

S E

D P

R O

ESSIONAL LA

N D S

U R

V E

Y O

9/15/23

Point List

Point Northing Easting Elevation

550 144445.754 2090313.379 1285.38

551 143309.535 2090329.857 1286.54

552 143180.397 2089627.970 1287.18

553 143176.716 2088451.201 1287.56

554 144157.369 2087289.583 1284.86

555 144718.352 2087722.640 1290.36

0 100100 50 200

SHEET SIZE = 30" x 42"

SCALE ~ 1" = 100'

DIRT

W.E.

1281.4

1272.7

1306.68

OKCC

1291.32

1318.9

1297.2

1304.0

1275.4

1279.3

1259.1

1262.5

1269.5

1266.9

1274.8

1277.2

1276.8

1276.9

1298.9 1296.9

1291.5

1290.4

1280.1

1289.3

1277.1

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

1300.0 1300.0

1300.0

RPZ

PZR

RPZ

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

R O

RSA

ROFA

R O

ROFA

R O

BM #554

ONG MKR

SW Bell Tele

Bridge1 [Parking1]

Bridge3 [Parking1]

Bridge2 [Parking1]

TERMINAL

R W

Y 18-36

TWY F

ARFF

R W

Y 17R

-35L

Y 13-31

R W

Y 17L-35R

TWY A-7

TWY F

TWY A-6

RWY 31 REILs

WINDCONE

RWY 31 PAPI

TWY E-11 TWY H-2

TWY E-12

TWY M

BATCH PLANT/STAGING AREA

GATE 128

Y 13-31

TWY A-8

TWY A

TWY H-1

INSTALL TEMPORARY

CONSTRUCTION ENTRANCE.

SEE DETAIL 5 ON SHEET 10

TWY A

SW 89TH ST.

TWY E TWY H

S W

74TH

S M

E R

N A

V E

TAXILANE

Y G

-1

TWY G

Y C

-6

Y C

-7

TWY E-8

TWY E-6

STAGING AREA NEAR

PROJECT SITE

PROJECT

WORK AREAS

1260.5

1259.5

1259.3

1257.4

1258.8

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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

S M

E R

N A

V E

SW 104TH ST.

GATE 109

GATE 103

CONTRACTOR EMPLOYEE

PARKING AREA

OKC (405) 840-5032

800-522-OKIE (6543)

OKLAHOMA

ONE-CALL

SYSTEM, INC.

TULSA (918) 732-OKIE (6543)

THESE NUMBERS ARE TO BE USED

FOR INFORMATION ON THE LOCATION

OF ALL UNDERGROUND UTILITIES.

CONTACT THESE NUMBERS PRIOR

TO ANY EXCAVATION.

OKC WILL ROGERS INTERNATIONAL AIRPORT

SCALE

PROJ. ENGR.

DES. TECH.

QUALITY CONTROL

CAD TECH.

SHEET No.

DATEPROJECT NUMBER

SHEET TITLE

REVISION DATE

PROJECT

CKDBY

OKLAHOMA CITY, OKLAHOMA

RAS

NLK

AIP NO. 3-40-0072-102-2025

TLZ

05-22-2025

RECONSTRUCT TERMINAL APRON SOUTH GATES - PHASE II

ISSUED FOR BID

05-22-2025

HNTB Corporation 101 North Robinson Ave., Suite 1130 Oklahoma City, OK. 73102

(405) 416-9000 www.hntb.com

KAH

0 300300 150 600

SHEET SIZE = 30" x 42"

SCALE ~ 1" = 300'

GENERAL AIRPORT SITE PLAN

LEGEND

SEQUENCES

BATCH PLANT

STAGING AREA

CONTRACTOR ACCESS/HAUL ROUTE

AIRCRAFT ACCESS ROUTE

LOW PROFILE BARRICADES, DETAIL 4 SHEET 10

FLAGGER

MATCHLINE - THIS SHEET

GENERAL NOTES

1. ALL OF THE WORK AREAS ON THIS PROJECT INCLUDING THE BATCH

PLANT, STAGING AREAS, AND HAUL ROAD ARE WITHIN THE AIRPORT

OPERATIONS AREA (AOA) OF OKC WILL ROGERS INTERNATIONAL AIRPORT.

ACCESS TO THE WORK AREA SHALL BE VIA SW 104TH STREET TO SOUTH

MERIDIAN AVE AND EXISTING AOA GATES 103 AND 109.

2. AIRPORT SECURITY MUST BE MAINTAINED AT ALL TIMES BY USE OF THE

AOA FENCE. IN ACCORDANCE WITH THE CSPP, ACCESS GATES INTO THE

AOA MUST BE LOCKED AT ALL TIMES EXCEPT WHEN THE CONTRACTOR

PROVIDES A GUARD AT THE GATES.

3. CONTRACTOR SHALL REMAIN CLEAR OF ACTIVE RUNWAY SAFETY AREAS

AND TAXIWAY OBJECT FREE AREAS UNLESS OTHERWISE INDICATED ON

THE PROJECT SAFETY & PHASING PLAN AND AS APPROVED BY AIRPORT

OPERATIONS.

4. THE CONTRACTOR'S STAGING AREA/ BATCH PLANT WILL BE LOCATED AS

INDICATED ON THIS SHEET. THE CONTRACTOR'S STAGING AREA MAY

REQUIRE SITE PREPARATION FOR USE. TEMPORARY FENCING,

AGGREGATE PARKING AREAS, AND TEMPORARY BARRIERS FOR

STOCKPILE CONTAINMENT ARE THE MINIMUM ITEMS THAT MAY BE

REQUIRED. A SITE PLAN APPROVAL WILL BE REQUIRED. THE SITE

PREPARATION SHALL BE CONSIDERED INCIDENTAL TO ITEM C-105-1,

MOBILIZATION.

5. A LOCATION FOR AN ON-SITE BATCH PLANT SHALL BE WITHIN THE

STAGING AREA OFF SW 89TH ST. THE BATCH PLANT SHALL BE USED

EXCLUSIVELY FOR AIRPORT PROJECTS. THE CONTRACTOR SHALL NOT

PRODUCE CONCRETE FOR OTHER PROJECTS WITHOUT WRITTEN

AUTHORIZATION FROM THE TRUST OR THE DIRECTOR'S REPRESENTATIVE.

THE BATCH PLANT IS SUBJECT TO COORDINATION WITH AND APPROVAL

BY THE TRUST OR THE DIRECTOR'S REPRESENTATIVE AND THE FAA.

6. THE STOCKPILING OF MATERIALS WILL ONLY BE PERMITTED WITHIN THE

BOUNDARIES OF THE STAGING AREA. STOCKPILING OF MATERIALS SHALL

NOT EXCEED 20 FEET IN HEIGHT. NO MATERIAL OR EQUIPMENT SHALL BE

STORED OR STOCKPILED WITHIN 10 FEET OF AOA FENCES, PERMANENT

OR TEMPORARY.

7. THE CONTRACTOR SHALL MARK MATERIAL STOCKPILES, BATCH PLANT,

AND FENCING AS REQUIRED BY FAA AC 70/7460-1, OBSTRUCTION MARKING

AND LIGHTING.

8. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL EQUIPMENT AND LEFT

OVER CONSTRUCTION MATERIALS FROM THE STAGING AREA/ BATCH

PLANT AT THE COMPLETION OF THE PROJECT. THE SITE SHALL BE

RESTORED TO ITS ORIGINAL CONDITION. HAUL ROADS ON AIRPORT

PROPERTY SHALL BE RECONSTRUCTED OR REPAIRED BY CONTRACTOR

AT HIS EXPENSE TO RETURN SUCH HAUL ROADS TO ORIGINAL CONDITION.

COST TO RESTORE THE AREA SHALL INCLUDE GRADING, SEEDING AND

MULCHING AND SHALL BE INCIDENTAL TO ITEM C-105-1 MOBILIZATION.

AIRPORT SECURITY, SAFETY & GENERAL NOTES

SECURITY NOTES

1. GENERAL - THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN. THE CONTRACTOR SHALL DESIGNATE IN WRITING TO THE TRUST OR THE DIRECTOR'S REPRESENTATIVE, THE NAME OF THE "CONTRACTOR SECURITY OFFICER". THE CONTRACTOR SECURITY OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE CONTRACT. THE CONTRACTOR SHALL ASSIGN THE CONTRACTOR SECURITY OFFICER AS THE SINGLE POINT CONTACT FOR ALL SECURITY COORDINATION. AIRPORT SECURITY SHALL BE A STANDING AGENDA ITEM TO BE ADDRESSED AT EACH WEEKLY CONSTRUCTION MEETING.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY OFFICER SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON SECURITY REQUIREMENTS, AND FROM TIME TO TIME OTHER SECURITY PROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON SECURITY

REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE STAGING AREAS AND THE SITE SHALL BE AS SHOWN ON THE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE SECURE ACCESS TO THE SITE WITH THE AIRPORT OPERATIONS MANAGER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG ANY ACCESS ROAD AS A RESULT OF CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS POINT AND ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE AS DIRECTED BY THE TRUST OR THE DIRECTOR'S REPRESENTATIVE. ANY APPLICABLE PAVEMENT MARKINGS AND SIGNS FOR CONSTRUCTION ACCESS ROUTES SHALL CONFORM TO AC 150/5340-18 (CURRENT EDITION) AND, TO THE EXTENT PRACTICABLE, WITH THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND/OR STATE HIGHWAY SPECIFICATIONS. COST SHALL BE INCIDENTAL TO ITEM

OCAT 00800-3, MAINTENANCE OF TRAFFIC.

4. VEHICLE IDENTIFICATION - THE CONTRACTOR, THROUGH THE CONTRACTOR SECURITY OFFICER, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE.

VEHICLE PERMITS ARE TO BE CONTINUOUSLY DISPLAYED WHILE THE VEHICLE IS ON THE AOA. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT. CONTRACTOR EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S STORAGE AREA OR CONTRACTOR EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY

TIME.

SAFETY NOTES

1. AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS ACTIVE COMMERCIAL AVIATION AIRPORT. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY AS SPECIFIED IN NOTE 22, AND PER THE MINIMUM REQUIREMENTS IDENTIFIED IN THE PLANS, AND COOPERATE WITH THE TRUST OR THE DIRECTOR'S REPRESENTATIVE IN MAINTAINING A SAFE CONSTRUCTION SITE THAT IS COMPATIBLE WITH AIRCRAFT AND

AIRPORT OPERATIONS.

A. ACCESS ROUTES - THE PHASED CONSTRUCTION APPROACH ASSOCIATED WITH THIS PROJECT CREATES THE POTENTIAL TO IMPACT EMERGENCY ACCESS ROUTES ON THE AIRFIELD. THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL ACTIVE RUNWAYS, TAXIWAYS, AND APRONS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIME. THE CONTRACTOR SHALL ENSURE EMERGENCY ACCESS ROUTES ARE MAINTAINED CLEAR

OF PARKED VEHICLES, EQUIPMENT AND OTHER OBSTRUCTIONS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL AIRPORT RULES AND REGULATIONS, THE APPROVED SAFETY PLAN COMPLIANCE DOCUMENT (SPCD), THE PROVISIONS OF FAA ADVISORY CIRCULAR 150/5370-2 (CURRENT EDITION), THE OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) AND ALL FEDERAL STATE, AND LOCAL SAFETY REGULATIONS. THE TRUST OR THE DIRECTOR'S REPRESENTATIVE HAS THE RIGHT TO STOP WORK IN THE EVENT THE CONTRACTOR VIOLATES AIRPORT RULES AND REGULATIONS, THE APPROVED SAFETY PLAN, OR THE PROVISIONS OF AN FAA ADVISORY CIRCULAR AND TO DELAY FURTHER WORK UNTIL THE CONTRACTOR TAKES CORRECTIVE ACTION TO PREVENT FUTURE VIOLATIONS. ANY EMPLOYEE OF THE CONTRACTOR OR ITS SUBCONTRACTOR(S) THAT VIOLATES AIRPORT RULES AND REGULATIONS, THE APPROVED SAFETY PLAN, OR THE PROVISIONS OF AN FAA ADVISORY CIRCULAR IS SUBJECT TO IMMEDIATE (AND POSSIBLY PERMANENT REMOVAL)

FROM THE JOB SITE.

3. AIRPORT OPERATIONS TAKE PRECEDENCE OVER ALL WORK, ESPECIALLY IF A QUESTION OF SAFETY IS INVOLVED.

SPECIAL CONDITIONS SUCH AS LOW VISIBILITY, SNOW REMOVAL, AIRCRAFT IN DISTRESS, AIRCRAFT ACCIDENT, SECURITY BREACH, OR WORK BEING COMPLETED BY OTHERS MAY REQUIRE THE RESCHEDULING OF PROJECT

WORK TO ACCOMPLISH AIR SAFETY.

4. THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT OPERATIONS MANAGER OR HIS REPRESENTATIVE

(CALL 405-623-3007):

A. BEFORE STARTING WORK ON THE AOA EACH DAY.

B. PRIOR TO BEGINNING WORK IN OR ADJACENT TO NAVAID CRITICAL AREAS.

C. NO MEN OR EQUIPMENT SHALL BE ALLOWED WITHIN THE ACTIVE SAFETY AREA OF ANY RUNWAY DURING ANY

PHASE OF CONSTRUCTION.

D. PRIOR TO BEGINNING WORK WITHIN THE OBJECT FREE AREA OF AN ACTIVE RUNWAY, TAXIWAY OR TAXILANE.

E. NO LESS THAN 72 HOURS PRIOR TO OPERATING ANY EQUIPMENT OR STOCKPILING MATERIAL THAT IS MORE

THAN TWENTY FEET (20') IN HEIGHT.

F. WHEN ANY OF THE ABOVE ACTIVITIES ARE COMPLETED FOR THE DAY.

G. NO LESS THAN 72 HOURS PRIOR TO COMMENCING WORK WHICH WILL REQUIRE A CLOSURE OF ANY PORTION

OF THE AOA.

H. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 2 WORKING DAYS TO AIRPORT OPERATIONS MANAGER, FAA, AND UTILITY COMPANIES PRIOR TO PROCEEDING ON ANY EXCAVATION ACTIVITY.

5. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) TO THE TRUST OR THE DIRECTOR'S REPRESENTATIVE AND ENGINEER WITHIN 10 CALENDAR DAYS OF THE DATE OF WRITTEN NTP. THE SPCD SHALL OUTLINE HOW THE CONTRACTOR INTENDS TO COMPLY WITH ALL SAFETY CONSIDERATIONS OF FAA ADVISORY CIRCULAR 150/5370-2 (CURRENT EDITION) AND THE PROJECT CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) THAT IS INCLUDED IN APPENDIX "A" OF THE PROJECT MANUAL. THE SPCD SHALL REFLECT THE ACTUAL WORK AREAS, ACCESS POINTS, HAUL ROUTES AND BARRICADE LOCATIONS. THE SPCD MUST BE APPROVED BY THE TRUST OR THE DIRECTOR'S REPRESENTATIVE PRIOR TO CONTRACTOR MOBILIZATION. THE SPCD SHALL BE CONTINUOUSLY UPDATED THROUGHOUT CONSTRUCTION AS REQUIRED BY CHANGES IN THE CONTRACTOR'S OPERATIONS OR PHASING. ALL UPDATES TO THE SPCD SHALL BE APPROVED BY THE TRUST OR THE DIRECTOR'S REPRESENTATIVE AND ENGINEER. THE SPCD SHALL INCLUDE THE FOLLOWING FOR EACH MAJOR

PHASE OF CONSTRUCTION:

A. PROPOSED ACCESS POINTS, STAGING AREAS, MATERIAL STORAGE/STOCKPILE AREAS, AND HAUL ROUTES;

B. NOTICE OF CHANGES WHICH WILL IMPACT THE ARFF EMERGENCY ROUTES;

C. LOCATION AND TYPE OF BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO BE USED;

D. CONSTRUCTION WORK ZONES CLEARLY DELINEATED, TO INCLUDE ALL MEASURES TO MINIMIZE THE POSSIBILITY OF CONTRACTOR EQUIPMENT AND/OR WORKERS ACCIDENTALLY ENTERING THE ACTIVE SAFETY

AREAS;

E. THE METHODS BY WHICH CONTRACTOR WILL MAINTAIN COMMUNICATIONS WITH AIR TRAFFIC AND AIRPORT

OPERATIONS; AND

F. EMERGENCY CONTACT AVAILABLE ON A 24-HOURS BASIS FOR THE PURPOSE OF MAINTAINING TRAFFIC

CONTROL LIGHTING AND BARRICADES.

6. PAVEMENT CLOSURES - NO RUNWAY, TAXIWAY, APRON, OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT APPROVAL OF THE AIRPORT OPERATIONS MANAGER. TO ENABLE NECESSARY NOTICES TO AIRMEN (NOTAMS) OR ADVISORIES TO AIRPORT SERVICES OR TENANTS, A MINIMUM OF 72 HOURS WRITTEN NOTICE (WEEKEND HOURS

DO NOT COUNT TOWARD THE MINIMUM 72 HOURS) OF REQUESTED CLOSING SHALL BE DIRECTED TO THE TRUST OR THE DIRECTOR'S REPRESENTATIVE, WHO WILL COORDINATE THE REQUEST WITH THE AIRPORT OPERATIONS

MANAGER.

7. INSPECTION BY THE AIRPORT OPERATIONS MANAGER-PRIOR TO OPENING FOR AIRCRAFT USE AND THE DEPARTURE OF THE CONTRACTOR'S WORK CREWS, THE TRUST OR THE DIRECTOR'S REPRESENTATIVE WILL ARRANGE FOR INSPECTION BY THE AIRPORT OPERATIONS MANAGER, TRUST OR THE DIRECTOR'S REPRESENTATIVE, AND CONTRACTOR OF ANY RUNWAY, TAXIWAY, SAFETY AREA, OR APRON THAT HAS BEEN CLOSED FOR WORK, OR THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.

THESE AREAS MUST COMPLY WITH THE SAFETY REQUIREMENTS BY THE DESIGNATED AIRPORT OPERATIONS MANAGER'S INSPECTOR BEFORE PERMISSION FOR THE CONTRACTOR'S WORK CREWS TO DEPART WILL BE

GRANTED.

8. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT UNESCORTED SHALL BE IDENTIFIED WITH THE CONTRACTOR'S NAME ON THE SIDE OF THE VEHICLE AND SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3' X 3' OR LARGER ORANGE AND WHITE CHECKERED FLAG (EACH CHECK BEING 1' SQUARE) OR A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES.

9. DRIVING ON THE AOA - THE CONTRACTOR SHALL IDENTIFY EMPLOYEES AND SUBCONTRACTOR EMPLOYEES WHICH REQUIRE UNESCORTED ACCESS. BEFORE DRIVING ON THE AOA, EACH DRIVER MUST FAMILIARIZE HIMSELF WITH THE GUIDE TO VEHICLE OPERATIONS ON THE AIRPORT AND MUST COMPLETE THE AIRPORT'S AOA DRIVER

TRAINING COURSE.

10. ALL NON-TRAINED DRIVERS AND ALL NON-AOA IDENTIFIED VEHICLES WILL BE ESCORTED AT ALL TIMES BY PROPERLY TRAINED PERSONNEL IN VEHICLES PROPERLY IDENTIFIED AND GRANTED ACCESS INTO THE AOA. A MAXIMUM OF TWO VEHICLES MAY BE ESCORTED AT ONE TIME BY A PROPERLY TRAINED PERSON IN A VEHICLE

PROPERLY IDENTIFIED AND GRANTED ACCESS INTO THE AOA.

11. DRIVERS WANTING TO ENTER AN ACTIVE RUNWAY OR TAXIWAY MOVEMENT AREA MUST FIRST GET PERMISSION FROM THE AIR TRAFFIC CONTROL TOWER (ATCT). DRIVERS ARE REQUIRED TO MAINTAIN COMMUNICATIONS WITH ATCT VIA TWO-WAY RADIO ON FREQUENCY 121.90 MHZ. THE CONTRACTOR WILL FURNISH AND MAINTAIN A HANDHELD RADIO FOR EACH GATE GUARD, FLAGGER, ESCORT, AND EACH FOREMAN/SUPERINTENDENT ON THE AOA IN ORDER TO MONITOR AIR TRAFFIC FREQUENCIES AND KEEP A HEIGHTENED SENSE OF AWARENESS IN

AREAS ADJACENT TO PROJECT LIMITS THAT ARE OPEN TO AIR TRAFFIC.

12. OPEN TRENCHES - ALL TRENCHING MUST BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL LAWS (INCLUDES OSHA STANDARDS). IF TRENCHES ARE REQUIRED ADJACENT TO FAA UTILITIES, DRAWINGS MUST BE PROVIDED BY CONTRACTOR'S STRUCTURAL ENGINEER AND APPROVED BY FAA PRIOR TO WORK COMMENCING.

13. TRENCH MARKING - OPEN TRENCHES AND EXCAVATIONS SHALL BE PROMINENTLY BARRICADED AND LIGHTED BY APPROVED LIGHT UNITS (FLAREPOTS NOT ALLOWED). DITCHES OR EXCAVATIONS SHALL BE COMPLETELY ENCLOSED WITHIN AIRPORT-TYPE BARRICADES AND PROPERLY LIGHTED. CONTRACTOR WILL ENSURE THAT A PERSON REMAIN ON-CALL, 24 HOURS PER DAY, FOR EMERGENCY MAINTENANCE OF HAZARD LIGHTING AND BARRICADES. NO OPEN TRENCHES PERMITTED ADJACENT TO ACTIVE AREAS UNLESS APPROVED BY THE TRUST OR THE DIRECTOR'S REPRESENTATIVE. TRENCHES SHALL BE BACKFILLED WHEN CONTRACTOR IS NOT

PERFORMING CONSTRUCTION IN THESE TRENCHES.

14. HAZARDOUS MATERIALS MANAGEMENT - THE CONTRACTOR SHALL SUBMIT A PLAN THAT ADDRESSES THE MANAGEMENT OF HAZARDOUS AND NON-HAZARDOUS WASTE IN ACCORDANCE WITH FAA AC 150/5320-15, MANAGEMENT OF AIRPORT INDUSTRIAL WASTE AND IN ACCORDANCE WITH THE STORM WATER MANAGEMENT PLAN, TO BE INCLUDED IN THE SPCD. THE PLAN MUST ADDRESS SUCH ISSUES AS FUEL DELIVERIES, SPILL RECOVERY PROCEDURES, THE AVAILABILITY OF MATERIAL SAFETY DATA SHEETS (MSDS), AND OTHER

CONSIDERATIONS.

15. OPEN FLAME - OPEN FLAME, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY THE AIRPORT FIRE

CHIEF. BURN PERMIT WILL BE REQUIRED, CALL 405-316-3555.

16. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT BLAST OR WIND IN EXCESS OF 11.5 MPH. STOCKPILED MATERIALS SHALL NOT BE PERMITTED WITHIN 400' OF AN ACTIVE RUNWAY CENTERLINE OR 160'

OF AN ACTIVE TAXIWAY CENTERLINE.

17. DEBRIS CONTROL - FOREIGN OBJECT DAMAGE (FOD) TO AIRCRAFT IS A VERY SERIOUS SAFETY CONCERN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A CLEAN PROJECT SITE FREE FROM THE THREAT OF FOD. THE CONTRACTOR AND ITS EMPLOYEES WILL BE HELD RESPONSIBLE FOR KEEPING THE PROJECT SITE FREE FROM FOD WHETHER IT IS GENERATED FROM THE PROJECT SITE OR OTHER AIRFIELD AREAS. LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED OUTSIDE OF WORK SITES NEAR AIRCRAFT MOVEMENT AREAS. ANY AND ALL SUCH DEBRIS SHALL BE REMOVED IMMEDIATELY WHEN OBSERVED. THE TRUST OR THE DIRECTOR'S REPRESENTATIVE MAY DIRECT THAT DEBRIS PROBLEMS NOT CORRECTED BY THE CONTRACTOR SHALL BE CORRECTED BY OTHERS AT THE EXPENSE OF THE

CONTRACTOR.

18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REGULARLY CLEAN ACTIVE AOA PAVEMENTS AND ROADS USED AS CONTRACTOR HAUL ROUTES THROUGHOUT THE DURATION OF THE PROJECT AND AT THE DISCRETION OF THE AIRPORT OPERATIONS MANAGER. THE CONTRACTOR SHALL DAMPEN HAUL ROUTES FOR DUST CONTROL.

THE CONTRACTOR WILL USE A STREET SWEEPER OR VACUUM TRUCK TO CLEAN THESE PAVEMENTS ON A

REGULAR BASIS AND PRIOR TO OPENING AREAS TO AIR TRAFFIC.

19. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION, SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE TRUST OR THE DIRECTOR'S REPRESENTATIVE. THE CONTRACTOR SHALL ERECT AND MAINTAIN FENCING, SIGNAGE AND WARNING DEVICES VISIBLE FOR BOTH DAY AND NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS AS NEEDED.

20. CONSTRUCTION AREA MARKING AND LIGHTING.

A. BARRIERS - ITEMS USED TO CREATE BARRIERS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 25, 2025.