21343 - OKC 100% Plans_OCAT-OKC-2519_Executed.pdf

PDF 30 MB Posted Mar 28, 2025

Attached to: REHABILITATE AAR RAMP – PHASE I
Solicitation number: OCAT OKC 2519
Issued by: Oklahoma County, Oklahoma City, Oklahoma

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Written by GovTribe AI · Apr 10, 2025

This document is a comprehensive set of construction project plans and specifications for the Oklahoma City Airport Trust (OCAT) for the rehabilitation of the AAR Ramp at Will Rogers World Airport, located in Oklahoma City, Oklahoma. The project encompasses base bid and an add alternate for pavement rehabilitation, involving the removal and replacement of approximately 8,000 square yards of concrete pavement in the base bid and an additional 2,470 square yards in the alternate. The total project duration is 216 calendar days for the base bid and 246 calendar days including the alternate, with work phased into three distinct construction stages. The project includes extensive storm drainage improvements, underdrain installation, electrical system modifications, pavement marking, and associated infrastructure upgrades.

Pre-qualification is required for contractors, specifically those classified as a Paving Contractor "A" or Stormwater Contractor "A" under Oklahoma City's Pre-qualification Review Board provisions. The project involves significant technical complexity, including precise concrete pavement reconstruction, storm sewer system modifications, and careful coordination with airport operations to minimize disruption. The estimated quantities include multiple components such as unclassified excavation, concrete pavement removal, base course preparation, storm pipe replacements, and electrical system updates. Funding appears to be from airport capital improvement sources, with the work designed to enhance the airport's operational infrastructure and maintain critical airfield facilities. The project requires meticulous attention to airport safety protocols, environmental considerations, and minimal disruption to ongoing airport operations.

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PROJECT NO. OCAT-OKC-2519

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TITLE SHEET

VICINITY MAP

NO SCALE

BASE BID:

CONSTRUCTION PLANS

FOR

OKLAHOMA CITY AIRPORT TRUST

OKC WILL ROGERS INTERNATIONAL AIRPORT

H.W. LOCHNER, INC

Certificate of Authorization License No. 6131 Expires: 6-30-2025

NO SCALE

LOCATION MAP

TULSA

OKLAHOMA CITY

GUYMON

WOODWARD

PONCA CITY

ENID

BARTLESVILLE

MUSKOGEE

MCALESTER

ADA

ARDMORE HUGO

IDABEL

PAULS VALLEY

PURCELL

LAWTONALTUS

WEATHERFORD

STILLWATER

40 40

WATONGA

GUTHRIE

OKEENE

GROVE

ANTLERS

DURANT

DUNCAN

ANADARKO

183 281

CHICKASHA

99177

48377

75 169

GAGE

FEBRUARY 2025

AAR APRON REHABILITATION

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

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WILL ROGERS

INTERNATIONAL AIRPORT

ADD ALTERNATE 1:

ADDITIONAL APRON REHABILITATION

OKLAHOMA CITY

ISSUE FOR BID

CZT

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CZT

01-31-25

SHEET LIST TABLE

Sheet Number Sheet Title

G100 TITLE SHEET

G101 SURVEY CONTROL PLAN

G102 GENERAL LAYOUT

G103 GENERAL NOTES

G104 AIRPORT LAYOUT DRAWING

G200 SUMMARY OF QUANTITIES

G201 - G202 PAY ITEM NOTES

G300 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 1

G301 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 2

G302 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 3

G303 - G305 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

G306 - G310 CONSTRUCTION SAFETY AND PHASING PLAN DETAILS

D100 GEOTECHNICAL BORING LOCATIONS

D103 EXISTING CONDITIONS

D104 DEMOLITION PLAN

D105 DEMOLITION PLAN NOTES

D106 DEMOLITION DETAILS

S100 STORMWATER AND EROSION CONTROL PLAN

S101 STORMWATER AND EROSION CONTROL DETAILS

C201 - C202 PROPOSED GEOMETRY

C211 - C212 JOINT LAYOUT PLAN

C221 TYPICAL PAVEMENT SECTIONS AND DETAILS

C222 PCC SPALL REPAIR DETAILS

C223 - C224 JOINT DETAILS

C501 - C502 GRADING PLAN

C601 - C602 SPOT ELEVATION PLAN

C701 - C702 PAVEMENT MARKINGS

C711 PAVEMENT MARKING DETAILS

CU001 STORM SEWER NOTES

CU011 - CU012 STORM SEWER DEMO PLAN

CU021 - CU022 STORM SEWER PLAN

CU051 - CU055 STORM SEWER PROFILE

CU101 - CU109 STORM SEWER DETAILS

X101 CROSS SECTIONS OVERVIEW

X111 - X113 CROSS SECTIONS

E001 ELECTRICAL NOTES & ABBREVIATIONS

E101 PROPOSED ELECTRICAL PLAN

E111 - E115 ELECTRICAL DETAILS

D101 - D102 GEOTECHNICAL BORING LOGS

REHABILITATE AAR RAMP - PHASE I

PROFESSIONAL

ENG

EER

OKLA HOMA

PATRICK J.

BARNAS

28896

RS&H, INC

Certificate of Authorization License No. 6048 Expires: 6-30-2025

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RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSA

RSA

RSA RSA

RSA

R-O

R-OFZ

R -O

-O

R-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZR-OFZ

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFA

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

R-O

R-OFA

Runway 17R-35L (9,801 x 150')

Runway 17R-35L Object Free Area (ROFA) (11,801' x 800')

Runway 17R-35L Safety Area (RSA) (11,801' x 500')

Runway 17R-35L Obstacle Free Zone (ROFZ) (10,201' x 400')

Run way

-31

(7 ,80

0 x

0')Run way

-31

O bje ct Free

A rea

OFA) (

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Run way

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S afe ty Area

SA) (

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Run way

-31

O bs tac le

Free Zon e (

ROFZ) (

8,2

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MERIDIAN AVE.

BASE BID

RECONSTRUCT APRON

BASE BID

REMOVE EXISTING PAVEMENT

AND INSTALL DRAINAGE AND SOD

ADD ALTERNATE 1

RECONSTRUCT ADDITIONAL APRON

Hangar

Hangar 1B

Hangar 1C

OLD ARFF

BUILDING

CURRENT ARFF

BUILDING

GENERAL AVIATION

TERMINAL

Hangar

Hangar 3 Hangar

3A/3B GAS

GAS

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SURVEY CONTROL PLAN

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

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Point Table

Point #

Description

CP / SACS OKC ARP 4 DISK IN CONCRETE

CP / SET 1/2IN IP W/ CP CAP

BM / FND CUT X TOP CURB

BM / SET CUT X TOP CURB

BM / FND CUT X TOP CURB

CP / 3/4IN IP

BM / CUT "X" TOP OF CURB

BM / 3/4IN IP

CP / CITY OKC ALUMINUM CAP STA 313

CP / L 218 STAINLESS STEEL ROD IN SLEEVE

Northing

143,563.1700

144,910.6675

145,501.6036

145,993.0120

146,654.0972

148,096.9772

148,053.9028

147,368.9406

147,195.3033

148,192.2400

143,061.7300

Easting

2,087,758.6000

2,087,407.1520

2,087,372.8730

2,087,180.1500

2,087,203.1740

2,087,459.1010

2,087,131.5051

2,087,150.9150

2,087,386.4781

2,087,390.3680

2,085,708.7000

Elevation

1,285.99

1,285.62

1,282.16

1,278.61

1,280.88

1,287.54

1,286.94

1,283.32

1,282.36

1,287.50

1,274.80

ISSUE FOR BID

CZT

PJB

CZT

01-31-25

SURVEY CONTROL GENERAL NOTES:

1. HORIZONTAL AND VERTICAL CONTROL MONUMENT IDENTIFICATION, EXISTING TOPOGRAPHY,

ELEVATIONS, CONTROL POINTS, UTILITY INFORMATION, AND PAVEMENT MARKINGS WERE TAKEN

FROM SURVEYS PERFORMED BY FRONTIER LAND SURVEY, AS PROVIDED ON JANUARY 11, 2024.

2. GRID DATA IS BASED ON THE NAD 83 DATUM.

3. VERTICAL DATA IS BASED ON NAVD88 DATUM.

4. THE SURVEY CONTROL MONUMENT / BENCHMARK COORDINATES SHOWN ON THIS DRAWING

WILL BE USED AS THE BASIS OF CONSTRUCTION VERIFICATION SURVEYS PERFORMED BY THE

CONTRACTOR.

5. TEMPORARY BENCHMARK INFORMATION OBTAINED FROM TOPOGRAPHIC SURVEY PERFORMED

BY FRONTIER LAND SURVEYING, LLC IN JANUARY, FEBRUARY AND MAY OF 2024. THESE POINTS

ARE PROVIDED FOR REFERENCE ONLY. THEIR EXISTENCE, ACCURACY, AND RELIABILITY MUST

BE CONFIRMED BY THE CONTRACTOR IF UTILIZED.

6. ALL PROJECT CONTROL AND CONSTRUCTION STAKEOUT MUST BE PERFORMED BY THE

CONTRACTOR. THE WORK MUST BE COMPLETED BY A PROFESSIONAL LAND SURVEYOR,

REGISTERED IN THE STATE OF OKLAHOMA.

7. PROTECT SURVEY CONTROL MONUMENTS IN PLACE. ALL DISTURBED, DAMAGED, AND/OR

DESTROYED SURVEY CONTROL MONUMENTS MUST BE REPLACED BY A PROFESSIONAL LAND

SURVEYOR, LICENSED IN THE STATE OF OKLAHOMA, AT NO ADDITIONAL EXPENSE TO THE

OWNER.

8. LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN IN THE DRAWINGS ARE BASED ON

ABOVEGROUND STRUCTURES, AS WERE VISIBLE AT THE TIME OF SURVEY.

9. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT INCLUDED IN THE SURVEY.

10. PRIOR TO ANY LAYOUT FOR THE PROPOSED WORK, VERIFY EXISTING SURVEY CONTROL POINTS.

NOTIFY THE RESIDENT PROJECT REPRESENTATIVE (RPR) OF DISCREPANCIES IMMEDIATELY IF

FOUND. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO SET ADDITIONAL CONTROL

POINTS, AS NECESSARY, TO FACILITATE ACCURATE LAYOUT FOR THE PROPOSED WORK.

11. CONTROL POINTS WITHIN 250 FEET OF RUNWAY CENTERLINE AND WITHIN 130 FEET OF TAXIWAY

CENTERLINE NEED ADVANCE COORDINATION TO LOCATE / STAKEOUT. CONTRACTOR MUST

REQUEST PERMISSION THROUGH THE RPR TO SURVEY THESE POINTS AT ANY TIME DURING

CONSTRUCTION.

12. CONTRACTOR MUST BE FAMILIAR WITH SURVEY LAYOUT NEEDS AND EQUIPMENT PRIOR TO

ENTERING ANY ACTIVE RSA OR TOFA FOR SURVEYING NEEDS, WITH THE INTENT OF REDUCING

THE DURATION OF SURVEYOR PERSONNEL NEEDS INSIDE ANY ACTIVE RSA OR TOFA.

13. CONTRACTOR SURVEY AND STAKEOUT MUST BE PERFORMED IN ACCORDANCE WITH FAA

GENERAL PROVISION 50-07, CONSTRUCTION LAYOUT AND STAKES, AND ITEM X-202, SURVEY AND

STAKEOUT.

14. PROJECT SURVEY AND STAKEOUT IS THE RESPONSIBILITY OF THE CONTRACTOR AND WILL BE

PAID FOR UNDER LUMP SUM BID ITEM X-202, SURVEY AND STAKEOUT.

Scale in Feet

0 400200200

PROFESSIONAL

ENG

EER

OKLA HOMA

PATRICK J.

BARNAS

28896

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R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFAR-OFA

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

R -O

-O

R -O

R-O

R-OFA

Runway 17R-35L (9,801 x 150')

Runway 17R-35L Object Free Area (ROFA) (11,801' x 800')

Runway 17R-35L Safety Area (RSA) (11,801' x 500')

Runway 17R-35L Obstacle Free Zone (ROFZ) (10,201' x 400')

Run way

-31

(7 ,80

0 x

0')

Run way

-31

O bje ct Free

A rea

OFA) (

9,8

' x

0')

Run way

-31

S afe ty Area

SA) (

9,8

' x

0')

Run way

-31

O bs tac le

Free Zon e (

ROFZ) (

8,2

' x

0')

MERIDIAN AVE.

TERMINAL DR.

A M

A E

A R

H A

R T

TERMINAL BUILDING

OLD ARFF

BUILDING

CURRENT ARFF

BUILDING

GENERAL AVIATION

TERMINAL

HANGAR 1C HANGAR 1B

HANGAR 1

HANGAR 2 HANGAR 3

HANGAR 3A/3B

BASE BID

GATE 139 ACCESS FOR EXCESS

EXCAVATION DUMP SITE

ADD ALTERNATE 1

AIR CARGO RD.

4T H

CONTRACTOR SHALL UTILIZE DIRT PERIMETER

ROAD FOR DUMPING EXCAVATED MATERIAL

GAS

APPROXIMATE LOCATION OF PHILLIPS 66 GAS LINE.

CONTRACTOR TO COORDINATE WITH PHILLIPS 66

TWO WEEKS BEFORE UTILIZING DUMP SITE.

CONTRACTOR SHALL INSTALL TEMPORARY EROSION

CONTROL AROUND THE EXCESS EXCAVATION SITE,

SPREAD THE FINAL EXCESS EXCAVATION TO SMOOTH

GRADES, GRADE IT TO DRAIN, AND ESTABLISH

PERMANENT VEGETATIVE COVER. THIS WORK SHALL

BE CONSIDERED SUBSIDIARY TO OTHER ITEMS BID.

EXCESS EXCAVATION

DUMP SITE

SEE TABLES THIS SHEET.

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GENERAL LAYOUT

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

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CZT

PJB

CZT

01-31-25

WARNING!!!!!!

THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, FAA LIGHTING,

COMMUNICATIONS, UNDERGROUND CABLES, AND PIPES TRAVERSING THE AIRFIELD

PAVEMENT AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW TO

APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT

RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED

AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. REPAIRS TO ANY DAMAGE

DONE TO ANY EXISTING ITEMS NOT DESIGNATED FOR REMOVAL OR

RECONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR MUST REPAIR ANY DAMAGES, CAUSED BY HIS/HER ACTIONS, WITH NO

ADDITIONAL COMPENSATION.

Scale in Feet

0 600300300

PROFESSIONAL

ENG

EER

OKLA HOMA

PATRICK J.

BARNAS

28896

EXCESS EXCAVATION DUMP SITE LIMITS

Point Latitude Longitude

1A N35° 23' 52.68" W97° 36' 17.04" 2A N35° 24' 03.74" W97° 36' 17.05" 3A N35° 24' 03.74" W97° 36' 11.98"

EXCESS EXCAVATION DUMP SITE QUANTITIES

Approx. Volume of

Unclassified Excavation to be

Spread (C.Y.)

Approx. Area of Unclassified

Excavation to be Spread (S.Y.)

Height of Unclassified

Excavation to be Spread (ft.)

650 1,950 1

NOTE: VALUES IN TABLE ARE APPROXIMATIONS OF

EXCESS EXCAVATION NOT NEEDED AS EMBANKMENT FOR

SITE GRADING, BASED ON THE ASSUMED DEPTHS IN PAY

ITEM NOTE 17.

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GENERAL NOTES

P lo t S ty le : a e.

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

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GENERAL NOTES:

1. THE EXISTING FEATURES SHOWN ON THESE PLANS ARE THOSE NOTED IN THE FIELD AND THOSE TAKEN FROM RECORD DRAWINGS. THIS DOES NOT GUARANTEE THAT ALL FEATURES ARE SHOWN ON THE PLANS. THERE WILL BE NO ADDITIONAL PAYMENT TO THE CONTRACTOR DUE TO VARIATIONS IN SIZE, QUANTITY, OR LOCATION OF EXISTING FEATURES. THE EXISTING CONDITIONS SHOWN WITHIN THE PROJECT AREAS MAY HAVE BEEN ALTERED PRIOR DUE TO CONSTRUCTION BY OTHERS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WORK WITH THE EXISTING CONDITIONS OF THE PROJECT AT THE TIME OF CONSTRUCTION. VERIFY EXISTING CONDITIONS AND NOTIFY THE RPR OF DISCREPANCIES IMMEDIATELY IF FOUND, PRIOR TO PERFORMING CONSTRUCTION ACTIVITIES.

2. EXTREME CAUTION SHALL BE USED WHEN WORKING NEAR EXISTING LIGHT FIXTURES, UNDERGROUND ELECTRICAL DUCTS, UNDERGROUND ELECTRICAL CABLE AND ANY OTHER AIRPORT FIXTURES. SHOULD DAMAGE OCCUR TO ANY OF THESE ITEMS, THEY WILL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE ENGINEER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTACT OKLAHOMA ONE CALL AT 1-800-522-OKIE OR 811 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES TO ALLOW ONE CALL SUFFICIENT TIME TO LOCATE AND MARK ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY THIS PROJECT. CONTRACTOR SHALL PROVIDE THE ONE CALL REPORT/CASE INFORMATION TO THE ENGINEER AND AIRPORT PERSONNEL PRIOR TO BEGINNING EXCAVATION. SHOULD DAMAGE OCCUR TO ANY OF THESE ITEMS, THEY WILL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER. AIRPORT UTILITIES NOT LOCATED BY ONE CALL SHALL BE LOCATED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS OF ANY DAMAGES RESULTING FROM THEIR FAILURE TO LOCATE UTILITIES AS SPECIFIED AT NO ADDITIONAL EXPENSE TO

THE OWNER.

4. ONLY RUBBER-TIRED VEHICLES UNDER 60,000 LBS GROSS VEHICLE WEIGHT RATING (GVWR) WILL BE ALLOWED ON

AIRPORT PAVEMENT SURFACES WITHOUT PRIOR ENGINEER APPROVAL.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION AND SEEDING OF THE CONTRACTOR'S STAGING AREA, ACCESS, EXCAVATION DISPOSAL AREA, AND HAUL ROADS IF DAMAGE HAS OCCURRED DUE TO CONSTRUCTION ACTIVITIES. NO DIRECT PAYMENT WILL BE MADE FOR THESE ITEMS. SEEDING AND SODDING SHALL BE DONE AS REQUIRED IN ACCORDANCE WITH ITEMS T-901: SEEDING AND T-904: SODDING OF THE PROJECT MANUAL, RETURNING THE AREA TO ORIGINAL OR BETTER CONDITION. ALL OF THE CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE REMOVED FROM THE AIR OPERATIONS AREA (AOA) PRIOR TO REOPENING THE AIRFIELD PAVEMENT. THE AIRPORT MAINTENANCE PERSONNEL SHALL BE RESPONSIBLE FOR MOWING THE AIRFIELD.

6. WASTE MATERIALS RESULTING FROM THIS PROJECT SHALL BE DISPOSED OF OFF AIRPORT PROPERTY UNLESS SHOWN OTHERWISE ON THESE PLANS. CLEAN EXCESS UNCLASSIFIED EXCAVATION SHALL BE DISPOSED ON

AIRPORT PROPERTY AT A LOCATION DETERMINED BY THE AIRPORT.

7. THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) DRAWINGS DEPICT HAUL ROUTES FOR ACCESS FROM SURROUNDING PUBLIC ROADWAYS AND HAUL ROUTE THROUGH THE AIRPORT PERIMETER FENCE. CONTRACTOR ACCESS AND HAULING OPERATIONS ARE STRICTLY LIMITED TO THE HAUL ROUTES SHOWN. ANY TIME AN EXISTING AIRFIELD PAVEMENT IS TRAVERSED OR CROSSED, THE CONTRACTOR SHALL PROVIDE PROTECTION TO THE PAVEMENT EDGES. THE CONTRACTOR IS REQUIRED TO SWEEP AND MAINTAIN THE PAVEMENT AS DIRECTED BY

THE RESIDENT PROJECT REPRESENTATIVE (RPR).

8. THE CONTRACTOR WILL BE REQUIRED TO REPAIR ANY DAMAGE TO PUBLIC AND AIRPORT ROADS AND AIRFIELD PAVEMENTS CAUSED BY THE CONTRACTOR'S TRUCKS AND EQUIPMENT DURING THE CONSTRUCTION OF THE PROJECT. REPAIRS SHALL BE ADEQUATE TO RETURN THE PAVEMENTS TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION PRIOR TO DAMAGE. ALL REPAIR WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE AIRPORT ENTRANCE ROAD AND HAUL ROUTES SHALL BE VIDEOED AND PHOTOGRAPHED BY THE CONTRACTOR IN THE PRESENCE OF THE ENGINEER OR THE RPR PRIOR TO CONSTRUCTION IN ORDER TO DOCUMENT THEIR

EXISTING CONDITION.

9. CONTRACTOR RADIOS AND/OR MOBILE PHONES MUST ONLY BE USED FOR THE CONTRACTOR'S INTERNAL COMMUNICATIONS TO COMMUNICATE CLEARANCE FOR MOVEMENT OF EQUIPMENT, PERSONNEL, ETC., ON OR ACROSS ACTIVE AOA AREAS. USE OF RADIOS MUST NOT INTERFERE WITH FREQUENCIES USED BY THE AIR TRAFFIC CONTROL TOWER (ATCT) OR THE AIRPORT. USE OF MOBILE PHONES IS RESTRICTED TO WORK-RELATED CALLS WITHIN THE AOA; NO PERSONAL CALLS WILL BE ALLOWED. CONTRACTOR SUPERVISORY PERSONNEL, CONTRACTOR GATE GUARDS, CONTRACTOR VEHICLE ESCORTS, AND CONTRACTOR FLAGMEN ARE REQUIRED TO MONITOR RADIOS AND/OR MOBILE PHONES AND BE CAPABLE OF SENDING AND RECEIVING INSTRUCTIONS AT ALL

TIMES WHEN INSIDE THE AOA.

10. NO CHANGES TO THE APPROVED SAFETY AND PHASING PLAN WILL BE ALLOWED WITHOUT PRIOR APPROVAL AND

CONCURRENCE FROM THE RPR, AIRPORT, AND FAA.

11. THE CONTRACTOR SHALL PROVIDE THE AIRPORT WITH THE CONTACT INFORMATION OF THE SUPERVISOR ON SITE.

THE CONTRACTOR'S PROJECT SUPERINTENDENT OR SHIFT LEADERS MUST BE ON SITE DURING ALL WORK ACTIVITIES. THE CONTRACTOR'S PROJECT SUPERINTENDENT IS THE DESIGNATED RESPONSIBLE CONTRACTOR

REPRESENTATIVE AND MUST BE AVAILABLE IN CASE OF EMERGENCIES ON A 24-HOUR BASIS.

12. THE CONTRACTOR HAS THE OPTION OF INSTALLING TEMPORARY DRAINAGE STRUCTURES FOR CONSTRUCTION OF TEMPORARY ACCESS DRIVES DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE DRIVES AND DRAINAGE STRUCTURES SHALL BE REMOVED AND THE AREA RESTORED TO ITS ORIGINAL CONDITION. THIS WORK

SHALL BE CONSIDERED SUBSIDIARY TO OTHER BID ITEMS IN THE CONTRACT.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER, AS REQUIRED FOR COMPLETION OF THE PROJECT, AND SHALL COORDINATE WITH THE LOCAL WATER PROVIDER FOR PRICING, OBTAINING A WATER METER, AND DETERMINING A LOCATION FOR WATER ACCESS. THE COST OF THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO

OTHER ITEMS BID.

14. CONTRACTOR SHALL PROVIDE SANITARY PORTABLE TOILET(S) FOR USE ON THE JOBSITE, WHICH SHALL BE SECURED TO PREVENT MOVEMENT, FOR TOILET QUANTITY, SEE OSHA 1915.88(D)(2). CONTRACTOR SHALL COORDINATE MAINTENANCE OF POTABLE TOILET(S) AND SHALL ESCORT THE MAINTENANCE VEHICLES TO THE

TOILET(S) LOCATION(S). USE OF OWNERS FACILITIES IS PROHIBITED.

15. EXCESS EXCAVATION SHALL BE DISPOSED OF AT THE LOCATION INDICATED ON SHEET G102. THE CONTRACTOR SHALL STRIP TOPSOIL PRIOR TO SPREADING EXCESS EXCAVATION AND SAVE IT TO PLACE OVER THE EXCESS EXCAVATION. TOPSOILING AND ESTABLISHMENT OF GRASS OF THE DUMP SITE SHALL BE INCIDENTAL TO P-152 "UNCLASSIFIED EXCAVATION (INCLUDES ONSITE EMBANKMENT AND EXCESS STOCKPILING)". THE CONTRACTOR SHALL SPREAD WASTED SOIL TO SMOOTH, UNIFORM GRADES, AND VEGETATION SHALL BE RE-ESTABLISHED. THE ACCESS ROUTE SHALL BE MAINTAINED THROUGHOUT THE PROJECT AS REQUIRED, AND THE ROUTE SHALL BE BROUGHT TO ITS ORIGINAL CONDITION OR BETTER PRIOR TO THE PROJECT'S COMPLETION. CONTRACTOR SHALL ONLY ACCESS EXCESS EXCAVATION DUMP SITE VIA GATE 139 ON MERIDIAN AVE. CONTRACTOR SHALL NOT CROSS THE AAR RAMP TO ACCESS DUMP SITE. A GATE GUARD SHALL BE PROVIDED AT THE ACCESS GATE. GATE GUARD REQUIREMENTS ARE LISTED IN CONTRACTOR ACCESS OF THE CONSTRUCTION SAFETY AND PHASING PLAN NOTES. ISSUE FOR BID

CZT

PJB

CZT

01-31-25

WARNING!!!!!!

THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, FAA LIGHTING,

COMMUNICATIONS, UNDERGROUND CABLES, AND PIPES TRAVERSING THE AIRFIELD

PAVEMENT AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW TO

APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT

RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED

AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. REPAIRS TO ANY DAMAGE

DONE TO ANY EXISTING ITEMS NOT DESIGNATED FOR REMOVAL OR

RECONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR MUST REPAIR ANY DAMAGES, CAUSED BY HIS/HER ACTIONS, WITH NO

ADDITIONAL COMPENSATION.

DEMOBILIZATION NOTES:

1. CONDITIONS OF THE PROJECT AREA UPON COMPLETION OF THE JOB SHALL BE AS

GOOD AS OR BETTER THAN THE CONDITIONS PRIOR TO STARTING WORK, IN

ADDITION TO THE WORK ITEMS LISTED.

2. THE PROJECT AREA SHALL BE FREE OF ANY CONTRACTOR STOCKPILE MATERIALS

UPON COMPLETION OF THE PROJECT UNLESS OTHERWISE DIRECTED THE RPR.

3. UPON COMPLETION OF THE PROJECT, ALL THE HAUL ROUTES SHALL BE

PROPERLY CLEANED TO PREVENT OBSTRUCTION AND/OR CAUSE INCONVENIENCE

TO NORMAL REGULAR TRAFFIC. ALL TEMPORARY HAUL ROUTES SHALL BE

REMOVED AND BROUGHT BACK TO ORIGINAL CONDITION OR BETTER.

4. CONTRACTOR'S JOBSITE OFFICE TRAILER, JOB TRAILER, ALL OF THE

CONSTRUCTION EQUIPMENT, AND ANY FACILITIES TEMPORARILY PLACED ONSITE

FOR THE PROJECT SHALL BE REMOVED FROM THE SITE.

5. ANY PROPERTIES BELONGING TO THE AIRPORT SHALL BE RETURNED TO THE

AIRPORT OWNER.

6. PROPER DRAINAGE (NO LOCALIZED PONDING) SHALL BE MAINTAINED, PRIOR TO,

DURING AND AFTER MOBILIZATION.

7. DEMOBILIZATION SHALL BE DONE TO THE SATISFACTION OF THE RPR.

8. DEMOBILIZATION SHALL BE DONE IN A MANNER THAT WILL NOT CAUSE ANY

INCONVENIENCE TO AIRPORT OPERATIONS.

9. ANY DAMAGE TO THE AIRPORT PROPERTIES DURING DEMOBILIZATION SHALL BE

REPAIRED AND PAID FOR AT THE CONTRACTOR'S OWN EXPENSE.

10. SAFETY REGULATIONS SHALL BE OBSERVED AT ALL TIMES DURING

DEMOBILIZATION.

11. THE COST FOR DEMOBILIZATION SHALL BE CONSIDERED SUBSIDIARY TO THE

MOBILIZATION BID ITEM.

12. THE CONTRACTOR SHALL VIDEO THE ENTIRE WORK AREA AFTER THE

CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THE CONTRACTOR SHALL

PROVIDE ONE (1) COPY OF THIS VIDEO TO THE AIRPORT MANAGER AND THE RPR.

13. THE CONTRACTOR SHALL REMOVE ANY SILT FENCE AND ALL STORM WATER

POLLUTION PROTECTION DEVICES ONCE A STAND OF GRASS HAS BEEN

ESTABLISHED.

14. ALL DISTURBED AREAS WITHIN THE GRADING LIMITS SHALL BE SODDED. ALL

OTHER DISTURBED AREAS SHALL BE SEEDED OR SODDED. FINAL PAYMENT SHALL

NOT BE MADE UNTIL A STAND OF GRASS HAS BEEN ESTABLISHED ON ALL

DISTURBED AREAS INCLUDING ANY AREAS WHERE DISPOSED SOIL IS PLACED FOR

STOCKPILING.

PROFESSIONAL

ENG

EER

OKLA HOMA

PATRICK J.

No. No.Date

AVIGATION EASEMENT

OIL/GAS WELLS

AIRFIELD PAVEMENT

PRECISION APPROACH PATH INDICATOR (PAPI)

VISUAL APPROACH SLOPE INDICATOR

RUNWAY END IDENTIFIER LIGHTS (REILS)

LIGHTED WIND CONE & SEGMENTED CIRCLE

RUNWAY PROTECTION ZONE

BUILDING RESTRICTION LINE

AIRPORT PROPERTY LINE

MIL, STOL, TACTICAL

FUTURE

PREC./PREC.

500' X 14,000'

800' X 14,000'

HIRL & CL

150' X 12,000'

PRECISION

RIGID & FLEX

350+ (DT)

MALSR, PAPI

ASR, ILS, ALS

% WIND COVERAGE (16 KNOTS)

AIRPLANE DESIGN GROUP

EFFECTIVE RUNWAY GRADIENT %

PAVEMENT STRENGTH(IN 1000 LBS.)

RUNWAY SHOULDERS

LANDING AIDS

PAVEMENT TYPE

APPROACH SURFACES

NAVIGATIONAL AIDS

35'

99.8

350+ (DT)

RIGID & FLEX

0.18

ASR,ILS,VOR,NDB

ALSF-2, VASI

50 : 1

RUNWAY OBJECT FREE AREA

RUNWAY WIDTH AND LENGTH

APPROACH TYPE

RUNWAY SAFETY AREA

RUNWAY LIGHTING

RUNWAY MARKING

150' X 9800'

500' X 11,800'

N.P. / PREC.

800' X 11,800'

HIRL & CL

PRECISION

EXISTING

17L/35R

ALSF-2, PAPI

ASR, ILS, ALS

99.8

35'

99.8

35'

99.8

35'

MALSR, VASI, REILS

350+ (DT)

0.18

RIGID

50 : 1

ASR,ILS,ALS,NDB

0.18

50 : 1

0.18

RIGID

350+ (DT)

50 : 1

99.3

NONE

99.3

NONE

0.13

350+ (DT)

RIGID & FLEX

NONE

VASI, REILS

20 : 1

0.13

350+ (DT)

RIGID & FLEX

50 : 1

ILS, ASR

MALSR, PAPI, REILS

PREC. / PREC.

500' X 14,000'

150' X 12,000'

800' X 14,000'

150' X 9800'

PREC. / N. P.

500' X 11,500'

800' X 11,800'

HIRL

PRECISION PRECISION

HIRL & CL

EXISTING

17R/35L (1)

FUTURE

150' X 10,000'150' X 7800'

500' X 9700'

VIS. / VIS.

800' X 9500'

MIRL

VISUAL

500' X 12,000'

800' X 12,000'

PREC. / N.P.

MIRL

PRECISION

13/31

EXISTING FUTURE

NPIAS CATEGORY

UNICOM (MHz)

AIRPORT REFERENCE POINT (ARP)

MEAN MAX. TEMP. HOTTEST MONTH (°F)

AIRPORT PROPERTY (ACRES)

AIRPORT ELEVATION (AMSL)

BECOME 17C-35C.

TAXIWAY LIGHTING

OF THE SW CORNER SEC. 26, T-11-N, R-4-W.

(2) MIN. T/W SAFETY AREA 320' ALL TAXIWAYS.

AIRPLANE APPROACH CATEGORY

AIRPORT REFERENCE CODE

CONTROL TOWER (MHz)

(1) UPON CONSTRUCTION OF FUTURE R/W 17R-35L, EXISTING R/W 17R-35L TO

(3) R/W 17L-35R EQUIPPED WITH CL & TOUCHDOWN LIGHTING ALSO DESIGNATED CAT II.

* NOTE: EXISTING AIRPORT REFERENCE POINT IS LOCATED 750' NORTH & 400' EAST

77 (DT)

99.8

NONE

99.8

NONE

FLEX

240 (DTW)

REILS

NONE

20 : 1

FLEX

0.18

NONE

20 : 1

99.8

35'

ALS, PAPI, REILS

RIGID & FLEX

350+ (DT)

0.18

ASR, ILS

100 : 1

17R/35L (NEW)

500' X 7000'

800' X 7000'

VIS. / VIS.

100' X 5000'75' X 3090'

500' X 5090'

800' X 5090'

VIS. / VIS.

VISUAL VISUAL

MIRL

FUTURE EXISTING

18/36

INITIAL

150' X 9800'

PREC. / PREC.

800' X 11,800'

500' X 11,800'

PRECISION

HIRL & CL

ULTIMATE

118.3

MIRL-ALL

D D

D-V D-V

ASOS

MIRL-ALL

119.35

BEACON

122.95

1295.19

LON. 97° 36' 00.37"

PRIM. COMM. SERV.

EXISTING

LAT. 35° 23' 34.72"

ITEM

1295.19

PRIM. COMM. SERV.

LAT. 35° 23' 27.77"

LON. 97° 36' 06.79"

122.95

BUILDINGS

FENCE

FUTURE

RUNWAY SAFETY AREA LENGTH-RUNWAY 35L

RUNWAY OBJECT FREE AREA LENGTH-RUNWAY 13

RUNWAY SAFETY AREA LENGTH-RUNWAY 13

ITEM

D-V D-V

AIRPLANE DESIGN GROUP

EXISTING FUTURE

STANDARD

1000'

EXISTING

1000'

FUTURE

NOTE: THIS DRAWING SHOULD NOT BE USED AS A STANDARD FOR PLANNING OR DESIGN.

ITEM

BRLBRL

P L

EXISTING FUTURE

ORIGINAL DATE

APRIL, 1993 1" = 800'

SCALE

REVISION DATE: MAY, 1998

REVISIONS BY WILL ROGERS WORLD AIRPORT

MAGNETIC DECLINATION OBTAINED FROM UNITED STATES GEOLOGICAL SURVEY.

TOPOGRAPHICAL INFORMATION OBTAINED FROM CITY OF OKLAHOMA CITY, OKLAHOMA.

DIRECTOR OF AIRPORTS DATE

MAGNETIC

RUNWAY EXTENSION

MODIFICATION

700'

900'

EXISTING

1000'

FUTURE

CORRECTED WITH

REMARKS

APPROVAL

DATE

-5.2° ANN. CHANGE

AUGUST 1992

6° 32.6'

GRAPHIC SCALE IN FEET

0 400 1600 2400

TRUE

PERIOD OF RECORD 1981-1990 WILL ROGERS WORLD AIRPORT.

NATIONAL CLIMATIC DATA CENTER STATION 13967

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION.

13-31 17-35

ALL

83.8 93.7 97.5

99.3 99.8

ALL

RUNWAY

OKLAHOMA CITY, OKLAHOMA

100.0

% COVERAGE

10.5 KNOTS

20 KNOTS

CROSSWIND

20 KNOTS

2.5

.81

240 .2

SW230

SSW

.2.1 .1

3.2

.7 1 1.6 3.1

.6 .4

59.3

0-10 KNOTS

SSE

SE 130

110.2

1.9

1.4

ESE

.2 .3

US 77

.4 1.9 ESE

N W

.1.2

.7 .9

1.4

.8 .6

1.3 .4

NNW

RUNWAY

13-31 17-35

ALL

100.0

% COVERAGE

99.8 99.3

50NE

.1 .1

NNE

CROSSWIND

20 KNOTS

2.5

NATIONAL CLIMATIC DATA CENTER STATION 13967

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION.

PERIOD OF RECORD 1981-1990 WILL ROGERS WORLD AIRPORT.

OKLAHOMA CITY, OKLAHOMA

SW230

SSW

210 S

.5 .1

3.2

1 .8

.1 .1

.2 .3

1.6 3.1

SSE

.5 .3

SE 130

.5 17

W N

.2 0-10 KNOTS

.1 .2

59.3

.6 .4

.4 .7.1

.7 .91.4

1.3

NNW

.1 .2

.8 .6

.11.4

.5 .3

.1 EN

NNE

1" = 20 MILES

CHICKASHA

SH 39

SH 59

PURCELL

SH 39

I-35

S H

U S

S H

I-3

OKLA. CITY

PAGE

SH 152

H.E. B

AILEY

WORLD

AIRPORT

U S

AIRPORT

WILL ROGERS

TUTTLE

BLANCHARD

SH 37

MUSTANG

EL RENO

CLARENCE E.

I-40

AIRPORT

US 66

I-40

YUKON

WILEY POST

EDMOND

AIRPARK

MAX WESTHEIMER

SH 9NORMAN

I-240

SHAWNEE

I-40 N

TURNER

US 62

US 66 CHANDLER

KINGFISHER

SH 33

GUTHRIE SH 105

CLOSEDCLOSED

97°36'43"

97°36'25.501"

97°36'25.542"

35L

17R

35°22'40"

35°23'36.282"

35°23'06.863"

35°23'30"

35°21'52"

SAME

CLOSED

97°36'43"

SAME

CLOSED

INITIAL

LONGITUDE

97°36'18.319"

97°36'18.225"

97°35'17.915"

97°35'17.834"

97°35'48.435"

97°36'54.977"13 35°24'16.155"

35R

17R (1)

35L (1)

17L

35°22'41.199"

35°22'44.061"

35°24'20.982"

35°23'21.545"

35°24'18.134"

RUNWAY

LATITUDE

EXISTING/

97°37'14.70"35°24'31.73"

35°22'19.64"

35°22'44.05"

SAME

97°35'18.85"

97°36'19.24"

SAME

FUTURE/ULTIMATE

LATITUDE LONGITUDE

No. No.Date

AVIGATION EASEMENT

OIL/GAS WELLS

AIRFIELD PAVEMENT

PRECISION APPROACH PATH INDICATOR (PAPI)

VISUAL APPROACH SLOPE INDICATOR

RUNWAY END IDENTIFIER LIGHTS (REILS)

LIGHTED WIND CONE & SEGMENTED CIRCLE

RUNWAY PROTECTION ZONE

BUILDING RESTRICTION LINE

AIRPORT PROPERTY LINE

MIL, STOL, TACTICAL

FUTURE

PREC./PREC.

500' X 14,000'

800' X 14,000'

HIRL & CL

150' X 12,000'

PRECISION

RIGID & FLEX

350+ (DT)

MALSR, PAPI

ASR, ILS, ALS

% WIND COVERAGE (16 KNOTS)

AIRPLANE DESIGN GROUP

EFFECTIVE RUNWAY GRADIENT %

PAVEMENT STRENGTH(IN 1000 LBS.)

RUNWAY SHOULDERS

LANDING AIDS

PAVEMENT TYPE

APPROACH SURFACES

NAVIGATIONAL AIDS

35'

99.8

350+ (DT)

RIGID & FLEX

0.18

ASR,ILS,VOR,NDB

ALSF-2, VASI

50 : 1

RUNWAY OBJECT FREE AREA

RUNWAY WIDTH AND LENGTH

APPROACH TYPE

RUNWAY SAFETY AREA

RUNWAY LIGHTING

RUNWAY MARKING

150' X 9800'

500' X 11,800'

N.P. / PREC.

800' X 11,800'

HIRL & CL

PRECISION

EXISTING

17L/35R

ALSF-2, PAPI

ASR, ILS, ALS

99.8

35'

99.8

35'

99.8

35'

MALSR, VASI, REILS

350+ (DT)

0.18

RIGID

50 : 1

ASR,ILS,ALS,NDB

0.18

50 : 1

0.18

RIGID

350+ (DT)

50 : 1

99.3

NONE

99.3

NONE

0.13

350+ (DT)

RIGID & FLEX

NONE

VASI, REILS

20 : 1

0.13

350+ (DT)

RIGID & FLEX

50 : 1

ILS, ASR

MALSR, PAPI, REILS

PREC. / PREC.

500' X 14,000'

150' X 12,000'

800' X 14,000'

150' X 9800'

PREC. / N. P.

500' X 11,500'

800' X 11,800'

HIRL

PRECISION PRECISION

HIRL & CL

EXISTING

17R/35L (1)

FUTURE

150' X 10,000'150' X 7800'

500' X 9700'

VIS. / VIS.

800' X 9500'

MIRL

VISUAL

500' X 12,000'

800' X 12,000'

PREC. / N.P.

MIRL

PRECISION

13/31

EXISTING FUTURE

NPIAS CATEGORY

UNICOM (MHz)

AIRPORT REFERENCE POINT (ARP)

MEAN MAX. TEMP. HOTTEST MONTH (°F)

AIRPORT PROPERTY (ACRES)

AIRPORT ELEVATION (AMSL)

BECOME 17C-35C.

TAXIWAY LIGHTING

OF THE SW CORNER SEC. 26, T-11-N, R-4-W.

(2) MIN. T/W SAFETY AREA 320' ALL TAXIWAYS.

AIRPLANE APPROACH CATEGORY

AIRPORT REFERENCE CODE

CONTROL TOWER (MHz)

(1) UPON CONSTRUCTION OF FUTURE R/W 17R-35L, EXISTING R/W 17R-35L TO

(3) R/W 17L-35R EQUIPPED WITH CL & TOUCHDOWN LIGHTING ALSO DESIGNATED CAT II.

* NOTE: EXISTING AIRPORT REFERENCE POINT IS LOCATED 750' NORTH & 400' EAST

77 (DT)

99.8

NONE

99.8

NONE

FLEX

240 (DTW)

REILS

NONE

20 : 1

FLEX

0.18

NONE

20 : 1

99.8

35'

ALS, PAPI, REILS

RIGID & FLEX

350+ (DT)

0.18

ASR, ILS

100 : 1

17R/35L (NEW)

500' X 7000'

800' X 7000'

VIS. / VIS.

100' X 5000'75' X 3090'

500' X 5090'

800' X 5090'

VIS. / VIS.

VISUAL VISUAL

MIRL

FUTURE EXISTING

18/36

INITIAL

150' X 9800'

PREC. / PREC.

800' X 11,800'

500' X 11,800'

PRECISION

HIRL & CL

ULTIMATE

118.3

MIRL-ALL

D D

D-V D-V

ASOS

MIRL-ALL

BEACON

122.95

1295.19

LON. 97° 36' 00.37"

PRIM. COMM. SERV.

EXISTING

LAT. 35° 23' 34.72"

ITEM

1295.19

PRIM. COMM. SERV.

LAT. 35° 23' 27.77"

LON. 97° 36' 06.79"

122.95

BUILDINGS

FENCE

FUTURE

RUNWAY SAFETY AREA LENGTH-RUNWAY 35L

RUNWAY OBJECT FREE AREA LENGTH-RUNWAY 13

RUNWAY SAFETY AREA LENGTH-RUNWAY 13

ITEM

D-V D-V

AIRPLANE DESIGN GROUP

EXISTING FUTURE

STANDARD

1000'

EXISTING

1000'

FUTURE

NOTE: THIS DRAWING SHOULD NOT BE USED AS A STANDARD FOR PLANNING OR DESIGN.

ITEM

BRLBRL

P L

EXISTING FUTURE

ORIGINAL DATE

APRIL, 1993 1" = 800'

SCALE

REVISION DATE: MAY, 1998

REVISIONS BY WILL ROGERS WORLD AIRPORT

MAGNETIC DECLINATION OBTAINED FROM UNITED STATES GEOLOGICAL SURVEY.

TOPOGRAPHICAL INFORMATION OBTAINED FROM CITY OF OKLAHOMA CITY, OKLAHOMA.

DIRECTOR OF AIRPORTS DATE

MAGNETIC

RUNWAY EXTENSION

MODIFICATION

700'

900'

EXISTING

1000'

FUTURE

CORRECTED WITH

REMARKS

APPROVAL

DATE

-5.2° ANN. CHANGE

AUGUST 1992

6° 32.6'

GRAPHIC SCALE IN FEET

0 400 1600 2400

TRUE

PERIOD OF RECORD 1981-1990 WILL ROGERS WORLD AIRPORT.

NATIONAL CLIMATIC DATA CENTER STATION 13967

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION.

13-31 17-35

ALL

83.8 93.7 97.5

99.3 99.8

ALL

RUNWAY

OKLAHOMA CITY, OKLAHOMA

100.0

% COVERAGE

10.5 KNOTS

20 KNOTS

CROSSWIND

20 KNOTS

2.5

.81

240 .2

SW230

SSW

.2.1 .1

3.2

.7 1 1.6 3.1

.6 .4

59.3

0-10 KNOTS

SSE

SE 130

110.2

1.9

1.4

ESE

.2 .3

US 77

.4 1.9 ESE

N W

.1.2

.7 .9

1.4

.8 .6

1.3 .4

NNW

RUNWAY

13-31 17-35

ALL

100.0

% COVERAGE

99.8 99.3

50NE

.1 .1

NNE

CROSSWIND

20 KNOTS

2.5

NATIONAL CLIMATIC DATA CENTER STATION 13967

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION.

PERIOD OF RECORD 1981-1990 WILL ROGERS WORLD AIRPORT.

OKLAHOMA CITY, OKLAHOMA

SW230

SSW

210 S

.5 .1

3.2

1 .8

.1 .1

.2 .3

1.6 3.1

SSE

.5 .3

SE 130

.5 17

W N

.2 0-10 KNOTS

.1 .2

59.3

.6 .4

.4 .7.1

.7 .91.4

1.3

NNW

.1 .2

.8 .6

.11.4

.5 .3

.1 EN

NNE

1" = 20 MILES

CHICKASHA

SH 39

SH 59

PURCELL

SH 39

I-35

S H

U S

S H

I-3

OKLA. CITY

PAGE

SH 152

H.E. B

AILEY

WORLD

AIRPORT

U S

AIRPORT

WILL ROGERS

TUTTLE

BLANCHARD

SH 37

MUSTANG

EL RENO

CLARENCE E.

I-40

AIRPORT

US 66

I-40

YUKON

WILEY POST

EDMOND

AIRPARK

MAX WESTHEIMER

SH 9NORMAN

I-240

SHAWNEE

I-40 N

TURNER

US 62

US 66 CHANDLER

KINGFISHER

SH 33

GUTHRIE SH 105

110'

P L

P.L.

P L

L P

P L

P.L.

P L

X X X

XXXXXX

X X

X X X

X X

XXX

X X

XXXXXX

X X

30' DITCH

110'ABANDONED SEWAGE

TREATMENT PLANT

VORTAC

ASR-9

ASR-8

( C

S E

X X

BURLING

N NO

RTHERN RAILRO

X X

X X X

STATE HIG

AY 152

RADAR

X X

XX X

BASE

POND

C S

.W . 59th S

E T

LOADING DOCK

RAMP

ALUM.

POST

RAMP LOADING DOCK

FLUME

RAMP

TILE

RAMP

BRASS CAP 1275.81

XY COORDS NOT VERIFIED!

N=147753.766 E=2081690.945

PAD M.L.S. CONC.

CONC. FLUME

S .W

. 59th S

E E

NEWPORT HEIGHTS ADDN. W/2, NE/4

VACATED ORDINANCE 12633, 5-27-70 BK.

3937, PG. 1348. ALSO VACATION OF PLAT

BK. 5932, PG. 1465 DATED 4-4-89

S .W

. 59th S

E E

OIL FIELD PIPE YARD (NOT

SURVEYED)

T.D.W.R.

BUILDING

STAFFORD

BUILDING

E M

O N

R O

N E

Y B

IKE M

O N

R O

EY BLVD

S .W

. 61st S

E E

FOSTER DRIVE

S .W

. 61st S

E E

HALABY DR.

DENNING AVENUE

H elm s S treet

HALABY DR.

S .W

. 59th S t

LC ROCKWELL AVE.

S. DENNING AVENUE

CHRISTIAN AVE.

S .W

. 68th S

E E

T S

.W . 68th S

E T

S .W

. 61st S

E E

S .W

. 62nd S

E E

MULTI-PURPOSE

BUILDING

TOWER

CENTER

T.D .W

.R . - 2

PROGRAM

SUPPORT

FACILITY

SYSTEM

SUPPORT

FACILITY

LARGE AREA TRACON

TRAINING FACILITY

LARGE AREA TRACON

ENGINE BUILDING

DASR-11

(#219)

CONC.

VENTS

VENT

COOLING

TOW

WEATHER

STATION

DW-2

SHED

GARDEN

RAMP

METAL

BUILDING

HAZARD

MATERIALS

SHIPS

LADDER

VENT

TOWER

S .W

. 68th S

E E

CHRISTIAN AVE.

RAMP

DOCK

MOTOR

RAMP

NE STO

GATE

METAL PAD FOR

ELEVATOR

PIT

CONC.

RAMP GRATED PIT

TOWER BASE CABLE

CAGES

PIPE

CONC.

RAMP

RAMP W/GUARD RAIL

CONC.

RAMP

ROCK WALL

CONCRETE WALL

CONC.

GRAVEL

STORAGE TANK

CONC. DOCK W/OVERHANG

WOOD POLE

WATER MANHOLE ON CONC. PAD TR:

1270.89

RAMP

CONC.

GATE

MEMORIAL MONUMENT

CONC.

GATE

6' CH. LK.

DOCK

CONC.

AIRPORT TRUST "B-28-1"

MARATHON OIL CO.

RAMP

CONC.

TOWER

COOLING

CONC.

ASPHALT

GRAVEL

PIT

RAMP

PIPE

GRAVEL

POST

STATION OBSERVATION

RAMP

TOWER RADAR

ARSR-3

RADAR

TOWER RADAR

WATER TOWER

4' CH. LK. FENCE

6' CH. LK. FENCE

GATE

6' CH. LK. FENCE W/3 B.W.

GATE

6' CH. LK. FENCE W/3 B.W.

LC ROCKWELL AVE.

Quesada Drive

DENNING AVENUE

CHRISTIAN AVE.

S .W

. 63rd S

E E

S .W

. 66th S

E E

S .W

. 64th S T.

S .W

. 62nd S T

EDDIE AVE.

S .W

. 64th S T.

EDDIE AVE.

S .W

. 66th S

E E

S. DENNING AVENUE

EDDIE AVENUE

S .W

. 66th S

E E

Quesada Drive

H elm s S treet

HALABY DR.

QUESADA

HALABY DR.

M cLU

C A

S D

R M cLU C

A S

S T.

SHAFFER ST

11'59" W 2648.20' N 00

ROCKWELL AVE.

FOSTER DRIVE

HALABY DR.

ROCKWELL AVE.

4' CONC.

FLUME

CONCRETE PAD

CONC. FLUME

RAMP

AC's

ACAC

ASR-11CMU

RADAR SUPPORT

FACILITY

(#217)

ARSR-4

POWER SUB

STATION

GROUND

MAINTENANCE

BLDG.

Airport Trust

28-1 RATLIFF

EXPLORATION

CO.

STEEL

FRAME

SHED

DIGITAL

REMOTE

SWITCHING

CENTER

BLDG. 122

DAY CAREMETAL BLDG.

AOS BLDG.

CSF BLDG.

BASE

MAINTENANCE

BLDG.

SHED

T.S.I. LAB

DWT

AIRCRAFT TITLE

INSURED

SERVICE

(#30)

S H

E D

REGISTRY

BUILDING

METAL

BUILDING

BLDG. 50

2 STORY 7.8

x 20.8 METAL

BLDG. F.F.

1282.18

ARSR-3

TRAINING

METAL BLDG.

GENERATOR

TRAILER

ASR-9

ARSR-8

ILE

CIVIL

AERO-MEDICAL

INSTITUTE

SHED

PORTABLE

SHED

POSITIONER

1 STORY

METAL BLDG.

PRIMATE BLDG.

COOLING

TOWER

O N

E S

O D

BUILDING

COOLING

TOWER

GNAS TRAINING

FACILITY

SYSTEMS

BLDG.

ENVIRONMENTAL

SUPPORT

FPS-66

ARSR-1/2

AIR NAVIGATION FACILITIES NO. 2

AVIATION

RECORDS

CAFETERIA

METAL BLDG.

ONE STORY

C O

LIN

E R

SYSTEMS

TRAINING

GUARD POSTS (TYP.)

WEATHER TOWER

4' WALL

CONC.

VENTS

VENT

POLE

RAMP

CONCRETE PADCONCRETE PADCONCRETE PAD

CONCRETE PAD

METAL

BUILDING

CONCRETE PAD

CONCRETE PADRAMP

JCT. FOR ANTENNA

TOWER BASE W/ 3-METAL

TOWER LEGS 3'X3'X3'

RAMP

TILE

S E

C U

ITY

ILE

GP GP

GARDENGARDEN

GARDEN

6' CH. LK. FENCE W/3 B.W.

W/3 B.W.

CONC. FLUME

W O

D BLDG

RAMP

GATE

TOWER BASE W/ 3-METAL

TOWER LEGS 3'X3'X3'

GATE

PIT

CONCRETE WALL

ROCK WALL

RAMP

GATE

RAMP RAMP

RAMP

CONC.

RAMP

DOCK

PIT

GRAVEL

GARDEN

PIT

VENT

GRAVEL

AN-WALL-HEADAN-WALLAN-DOOR

ASDE

END FIRE

TOWER

GLIDE SLOPE

INTERFACE BOX INTERFACE BOX

GLIDE SLOPE

TOWER

END FIRE

BARBED WIRE FENCE

Quesada Drive

VOR DME TACAN

GUARD

SHACK

RADAR REPAIR

FACILITY

(#218)

Quesada Drive

BUILDING 1

BUILDING 2

LSTC

BUILDING 3

BUILDING 4

VOR-700

ASR-9

RCV TOWER

STAIR BLDG

MAINTENANCE

BUILDING

ATCBI

RMM

OIL TANK BATTERY

SNOW EQUIPMENT BUILDING

AIRPORT MAINTENANCE FACILITY

CORPORATE AVIATION FACILITIES

MUSTANG FUEL DEPOT

PARKING TOLL BOOTHS

SURFACE PARKING

TAXIWAY LIGHTING VAULT

OKLAHOMA CITY AVIATION

CAREER CENTER-METRO TECH

BOP FEDERAL TRANSFER CENTER

FUEL SATELLITE

NINETY NINE'S INC. 801

804A

FUEL STORAGE FACILITY

FBO & MAINTENANCE AREA

FIRE RESCUE FACILITY (ARFF)

NATIONAL WEATHER BUREAU

FIRE PUMP FACILITY

ORGANON TEKNIKA

ONG & OKC WATER DEPT.

CEMETARY

5-LEVEL PARKING GARAGE

FEDERAL MARSHAL HANGAR

EMPLOYEE & OVERFLOW PARKING

AIRFIELD LIGHTING ELECT. VAULT

20TERMINAL BUILDING

AIR TRAFFIC CONTROL TOWER

2-LEVEL PARKING GARAGE

CAR RENTAL FACILITIES

AIR CARGO FACILITIES

AIR NATIONAL GUARD AREA

MMAC CENTER/FAA

FUEL SATELLITE

FBO BUILDING

NINETY NINE'S INC. 33

FUEL STORAGE FACILITY

FBO & MAINTENANCE AREA

FIRE RESCUE FACILITY (ARFF)

NATIONAL WEATHER BUREAU

FIRE PUMP FACILITY

ORGANON TEKNIKA

27 44

ONG & OKC WATER DEPT.

CEMETARY

5-LEVEL PARKING GARAGE

FEDERAL MARSHAL HANGAR

EMPLOYEE & OVERFLOW PARKING

AIRFIELD LIGHTING ELECT. VAULT

20TERMINAL BUILDING

AIR TRAFFIC CONTROL TOWER

2-LEVEL PARKING GARAGE

US POST OFFICE

CAR RENTAL FACILITIES

AIR CARGO FACILITIES

AIR NATIONAL GUARD AREA

MMAC CENTER/FAA

MAINTENANCE FACILITY BUILDING

413 STORAGE FENCING SUPPLY

STORAGE BUILDING

LIGHT PLANT BUILDING

STORAGE MASONARY SUPPLY

TRUCK WASH BUILDING

PARKING GARAGE (ONE TONE)

STORAGE BUILDING

423 STORAGE CHEMICAL SUPPLY

804B LUMBER STORAGE BUILDING

804C PARKING GARAGE (4700)

804D PAINT AND TIRE BUILDING

804E PARKING GARAGE

943 MAIN SHOP BUILDING

(LARGE TRUCKS)

943A PUMP BUILDING

943B THINNER BUILDING

AIRPORT HOTEL

CORPORATE AVIATION FACILITIESDISTRIBUTION CENTER-USPS

CORPORATE AVIATION FACILITIES

CUSTOM NATIONAL AVIAION CENTER

SW SIRLINES RESERVATIONS CENTER

AREA A

AREA B

AREA C

HERTZ

26,872 S.F.

AREA D

X X X X

X X X

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AIRPORT LAYOUT DRAWING

CZT

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01-31-25

P lo t S ty le : a e.

ct b La st S av ed

B y:

c tu ck er

PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

W at er fo rd B lv d.

S ui te

O kl ah om a C ity , O kl ah om a

.6 w w w .h w lo ch ne r.c om

L B

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ISSUE FOR BIDNOTE: This Airport Layout Drawing is a copy from the Airport Layout Plan draft dated April 1993 and is supplied for reference only. The accuracy of the data in the Airport Layout Plan draft was not verified. This sheet has been reduced to fit within this project title block thus it is not to scale.

PROFESSIONAL

ENG

EER

OKLA HOMA

PATRICK J.

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SUMMARY OF QUANTITIES

P lo t S ty le : a e.

ct b La st S av ed

B y:

c tu ck er

PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

W at er fo rd B lv d.

S ui te

O kl ah om a C ity , O kl ah om a

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ISSUE FOR BID

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01-31-25

PROFESSIONAL

ENG

EER

OKLA HOMA

PATRICK J.

BARNAS

28896

Schedule of Materials Acceptance Lots

Spec Lot/Sublot/Sample Frequency Total

Lots/Sublots Base Bid

P-152 Sets of Tests / 3,000 S.Y. 7 P-156 Sets of Tests / 1,000 S.Y. 10 P-209/

P-306/P-306 Sets of Tests / 1,200 S.Y. 8

P-403 400 Tons / Sublot - Stabilized Base 10 400 Tons / Sublot - Base Course 9

P-501 400 C.Y. / Sublot 9 Add Alternate 1

P-152 Sets of Tests / 3,000 S.Y. 2 P-156 Sets of Tests / 1,000 S.Y. 4 P-209/

P-306/P-306 Sets of Tests / 1,200 S.Y. 4

P-403 400 Tons / Sublot - Stabilized Base 5 400 Tons / Sublot - Base Course 4

P-501 400 C.Y. / Sublot 4

SUMMARY OF QUANTITIES

ITEM NO. SPEC ITEM DESCRIPTION UNIT

QUANTITY

ESTIMATED AS-CONST.

ADD ALTERNATE 1

ADDITIONAL APRON REHABILITATION

1 C-100 Contractor Quality Control Program (CQCP) L.S. 1 2 C-105 Mobilization L.S. 1 3 P-101 Concrete Pavement Section Removal S.Y. 2,470 4 P-152 Unclassified Excavation (Includes Onsite Embankment and Excess Stockpiling) C.Y. 830 5 P-152 Unsuitable Subgrade Removal and Replacement C.Y. 130 6 P-152 Scarify and Recompact Subgrade Soils, 8" Depth S.Y. 2,470 7 P-156 8" Cement Treated Subgrade S.Y. 2,470 8 PLANS (C221) 5" Stabilized Base Course S.Y. 2,470 9 PLANS (C221) 6" Base Course S.Y. 2,470

10 P-501 13.5" Concrete Pavement S.Y. 2,470 11 X-202 Project Survey and Stakeout L.S. 1 12 X-209 Sawcutting L.F. 10

SUMMARY OF QUANTITIES

ITEM NO. SPEC ITEM DESCRIPTION UNIT

QUANTITY

ESTIMATED AS-CONST.

BASE BID

AAR APRON REHABILITATION

1 C-100 Contractor Quality Control Program (CQCP) L.S. 1 2 C-102 Temporary Erosion Control L.S. 1 3 C-102 Stormwater Pollution Prevention Plan (SWPPP) Document L.S. 1 4 C-102 Temporary Seeding AC. 4 5 C-105 Mobilization L.S. 1 6 P-101 Removal of Existing Signs and Lighting System L.S. 1 7 P-101 Storm Pipe and Sanitary Sewer Camera Inspection L.F. 5,070 8 P-101 Asphalt Pavement Section Removal S.Y. 3,850 9 P-101 Concrete Pavement Section Removal S.Y. 13,075

10 P-101 Spall Repair S.F. 200 11 P-152 Unclassified Excavation (Includes Onsite Embankment and Excess Stockpiling) C.Y. 2,640

12 P-152 Unsuitable Subgrade Removal and Replacement C.Y. 400 13 P-152 Scarify and Recompact Subgrade Soils, 8" Depth S.Y. 8,240

14 P-156 8" Cement Treated Subgrade S.Y. 8,240 15 PLANS (C221) 5" Stabilized Base Course S.Y. 8,240 16 PLANS (C221) 6" Base Course S.Y. 8,240

17 P-501 13.5" Concrete Pavement S.Y. 8,000 18 P-620 Pavement Marking Removal S.F. 2,980 19 P-620 Reflectorized Pavement Marking S.F. 2,425 20 P-620 Non-Reflectorized Pavement Marking S.F. 2,425

21 P-632 Asphalt Pavement Rejuvenation S.Y. 500 22 D-701 Remove and Dispose of 12" RCP, Open Cut L.F. 310 23 D-701 Remove and Dispose of 18" RCP, Open Cut L.F. 230 24 D-701 Remove and Dispose of 48" RCP, Open Cut L.F. 8 25 D-701 10" PVC, SDR 35, Open Cut L.F. 20 26 D-701 6' x 6' RCB, Class Aircraft Rated, Open Cut L.F. 157 27 D-701 48" RCP, Class V, Open Cut L.F. 20 28 D-701 60" RCP, Class III, Open Cut L.F. 977 29 D-705 6" ASTM F949 Smooth-Wall, Perforated PVC Underdrain Pipe L.F. 710 30 D-705 10" ASTM F949 Smooth-Wall, Non-Perforated PVC Underdrain Outlet Pipe L.F. 41 31 D-751 Remove Existing Manhole EA. 3 32 D-751 Remove Existing Area Inlet EA. 9 33 D-751 Procure and Install Cleanout EA. 3 34 D-751 Procure and Install Handhole EA. 2 35 D-751 Procure and Install 8' x 8' Inlet EA. 8 36 D-751 Procure and Install 8' x 8' Junction Box EA. 1 37 D-751 Procure and Install 8' x 8' Conflict Structure Junction Box EA. 1 38 D-751 Procure and Install 19' x 11' Junction Box EA. 1 39 D-752 12" Concrete Pipe Plug EA. 5 40 D-752 18" Concrete Pipe Plug EA. 8 41 L-105 Temporary Airport Lighting Systems L.S. 1 42 L-108 No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Conduit L.F. 810 43 L-108 No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench Above Conduit L.F. 340 44 L-110 1-Way, 2-Inch Schedule 40 PVC Conduit, Concrete Encased L.F. 340

45 L-125 L-861T(L) Taxiway Elevated Edge Light on New 24” Deep L-867B Base Can, in Shoulder Pavement EA. 5

46 L-125 Re-Install Sign on New Foundation EA. 2 47 L-125 Modify Existing Sign Legend EA. 2 48 T-904 Sodding S.Y. 9,100 49 T-905 Topsoil (Furnished from Offsite) S.Y. 9,100 50 X-202 Project Survey and Stakeout L.S. 1 51 X-205 Temporary Construction Items L.S. 1 52 X-209 Sawcutting L.F. 3,350 53 X-216 Aircraft Tiedown Anchors EA. 45 54 X-786 Abandon Drainage Pipe In-Place, 12" Reinforced Concrete Pipe (RCP) L.F. 320 55 X-786 Abandon Drainage Pipe In-Place, 18" Reinforced Concrete Pipe (RCP) L.F. 560 56 OKC 518 18" Steel Casing, Open Cut L.F. 20 w in g N am e:

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PAY ITEM NOTES

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

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PAY ITEM NOTES:

1. GENERAL

a. THE PROJECT PAY ITEMS PROVIDED ARE INCLUSIVE OF ALL WORK THAT MUST BE PERFORMED AS REQUIRED BY THE CONTRACT DOCUMENTS AND ALL

REQUIRED RELATED WORK THAT MAY NOT BE SPECIFICALLY IDENTIFIED IN ORDER TO PROVIDE A COMPLETED PROJECT. WORK REQUIRED BY THE CONTRACT DOCUMENTS THAT IS NOT PAID FOR DIRECTLY BY A SPECIFIC BID ITEM IS SUBSIDIARY TO THE WORK ITEMS OF THE PROJECT.

b. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL SUBCONTRACTS TO THE RPR 14 DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. AT A

MINIMUM, THE INFORMATION SHALL INCLUDE THE FOLLOWING:

· SUBCONTRACTOR'S LEGAL COMPANY NAME.

· SUBCONTRACTOR'S LEGAL COMPANY ADDRESS, INCLUDING COUNTY NAME.

· PRINCIPAL CONTACT PERSON'S NAME, TELEPHONE AND FAX NUMBER.

· COMPLETE NARRATIVE DESCRIPTION, AND DOLLAR VALUE OF THE WORK TO BE PERFORMED BY THE SUBCONTRACTOR.

· COPIES OF REQUIRED INSURANCE CERTIFICATES IN ACCORDANCE WITH THE SPECIFICATIONS.

· MINORITY/ NON-MINORITY STATUS.

2. SURVEY CONTROL

a. CONTRACTOR SHALL VERIFY WITH THE ENGINEER ALL USED SURVEY CONTROL POINTS PRIOR TO BREAKING GROUND. CONTRACTOR SHALL RESET ANY

DISTURBED CONTROL POINTS.

b. PRIOR TO BREAKING GROUND, CONTRACTOR SHALL PROVIDE THEIR CONSTRUCTION STAKING SURVEY TO THE RPR.

c. ALL GRADE VERIFICATIONS SHALL BE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO THE RPR FOR VERIFICATION A MINIMUM OF 1-WEEK PRIOR TO

THE NEXT LAYER BEING PLACED AND PRIOR TO ACCEPTANCE.

3. PHASING

a. LIQUIDATED DAMAGES SHALL BE ASSESSED FOR EACH PHASE INDIVIDUALLY AND FOR THE PROJECT AS A WHOLE.

b. CONTRACTOR SHALL BE REQUIRED TO SCHEDULE THE CLOSURE FOR TAXIWAY A WITH THE AIRPORT AND THE RPR A MINIMUM OF 30 DAYS IN ADVANCE.

c. CONTRACTOR SHALL COMPLETE ALL WORK ITEMS WITHIN THE DEPICTED PHASE LIMITS FOR EACH PHASE IN THEIR ENTIRETY PRIOR TO MOVING TO

THE NEXT PHASE. CONTRACTOR SHALL PROVIDE PROVISIONS TO PERFORM TESTING OF THE CONCRETE PAVEMENT TO ENSURE THAT THE PAVEMENT HAS REACHED THE ACCEPTABLE COMPRESSIVE STRENGTHS PRIOR TO MOVING TO THE NEXT PHASE. CONTRACTOR WILL NOT BE

ALLOWED TO RE-MOBILIZE TO A PREVIOUS PHASE.

d. CRITICAL CONSTRUCTION LIMITS DEPICT THE AREAS IN WHICH EFFORTS TO COMPLETE THE WORK SHALL BE FOCUSED IN ORDER TO OPEN PAVEMENTS.

4. TESTING

a. CONTRACTOR SHALL EMPLOY AN ACCREDITED TESTING LABORATORY TO COMPLETE TESTING REQUIRED AS PART OF THE CONTRACTOR'S QUALITY

CONTROL PROGRAM.

b. CONTRACTOR SHALL ALSO ESTABLISH AN AGREEMENT WITH THE OWNER'S QA TESTING LABORATORY PRIOR TO BEGINNING WORK. THE CONTRACTOR

WILL BE REQUIRED TO PAY THE QA LAB FOR ALL RETESTS REQUIRED DUE TO FAILING MATERIAL TEST RESULTS AND FOR ADDITIONAL COSTS INCURRED DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY SCHEDULE TESTING AND THE READINESS OF MATERIALS FOR TESTING.

c. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE QA TESTING WITH THE OWNER'S QA LAB.

d. SEE SCHEDULE OF MATERIALS ACCEPTANCE LOTS TABLE. QA TESTING IS BASED ON THE NUMBER OF LOTS AND SUBLOTS AS DEFINED IN THE

TABLE.…

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