2025-04-16 RCE_TAXI - signed.pdf

PDF 36 MB Posted Apr 25, 2025

Attached to: Extend Future Hangar Development Taxilane
Solicitation number: OCAT RCE 2533
Issued by: Oklahoma County, Oklahoma City, Oklahoma

About this file

Written by GovTribe AI · Apr 26, 2025

This document is a comprehensive set of engineering design drawings for the Extend Future Hangar Development Taxilane project at Clarence E. Page Municipal Airport in Oklahoma City, Oklahoma, prepared by Garver, LLC in April 2025. The project involves constructing a new taxilane (A4) to support future hangar development, with a total project length of approximately 305 meters. The design includes detailed plans for pavement construction, erosion control, grading, joint layout, and pavement markings, with a contract time of 40 calendar days for Phase 1 of the project.

The project requires a pre-qualified contractor categorized under Paving Contractor "A" and "B" classifications, as defined by the City Council Ordinance No. 26,614 from December 8, 2020. The proposed taxilane will be constructed with 7-inch Portland cement concrete pavement on a 6-inch aggregate base course, with specific grading and drainage specifications. The design incorporates a 49-foot taxilane safety area and a 79-foot taxilane object free area, with careful attention to existing utilities, drainage structures, and integration with the current airport infrastructure. The project is funded through AIP No. 3-40-0071-020-2025, indicating federal airport improvement program support.

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NO SCALE

LOCATION MAP VICINITY MAP

GARVER PROJECT NO. 2401967

APRIL 2025

CLARENCE E. PAGE MUNICIPAL AIRPORT

EXTEND FUTURE HANGAR DEVELOPMENT TAXILANE

OKLAHOMA CITY, OKLAHOMA

Fi le

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P lo t D at e:

/1 6/

P lo tte r u se d:

D W

G T o

GI-001

COVER SHEET

RSY

OKLAHOMA

TEXAS

CIMARRON

BEAVER

ELLIS

WOODS

HARPER

WOODWARD

ALFALFA GRANT

KAY

OSAGE

WASHI-

NGTON

NOWATA CRAIG

OTTAWA

ROGER

MILLS

DEWEY

CUSTER

BECKHAM

GREER

HARMON

JACKSON

TILLMAN

WASHITA

KIOWA

MAJOR

GARFIELD

NOBLE

PAWNEE

BLAINE

CADDO

COMANCHE

COTTON

JEFFERSON

STEPHENS

GRADY

CANADIAN

KINGFISHER LOGAN

PAYNE

LOVE

CARTER

MURRAY

GARVIN

MCCLAIN

CLEVELAND

OKLAHOMA

LINCOLN

POTTA-

WATOMIE

PONTOTOC

JOHNSTON

MARSHALL

BRYAN

ATOKA

COAL

SEMINOLE

CREEK

OKFUSKEE

HUGHES

OKMULGEE

PITTSBURG

CHOCTAW

PUSHMATAHA

CURTAIN

FLORE

LATIMER

HASKELL

MCINTOSH

MUSKOGEE

TULSA WAGONER

SEQUOYAH

CHEROKEE

ADAIR

ROGERS

MAYES

DELAWARE

OKLAHOMA

CITY

6501 N Classen Blvd, Suite 200 Oklahoma City, OK 73116

(405) 669-8725

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

N D

F U

E H

CLARENCE. E PAGE

MUNICIPAL AIRPORT

PROJECT SITE

OCAT NO. OCAT RCE 2533

AIP NO. 3-40-0071-020-2025

www.maplusarch. com

Digitally signed by Matthew I Ranck Date: 2025.04.16 11:28:55-05'00'

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

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P lo t D at e:

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M P lo tte r u se d:

W G

T o

GI-002

SHEET INDEX

RSY

Sheet List Table

SHEET

NUMBER

DRAWING

NUMBER SHEET TITLE

GENERAL

1 GI-001 COVER SHEET

2 GI-002 SHEET INDEX

3 GI-101 PROJECT LAYOUT PLAN

4 GI-201 SURVEY CONTROL PLAN

5 GC-101 CSPP - PHASE 1 OVERVIEW

6 GC-201 CONSTRUCTION SAFETY DETAILS

CIVIL

7 CV-101 EXISTING CONDITIONS

8 CE-101 EROSION CONTROL PLAN

9 CE-201 EROSION CONTROL DETAILS

10 CP-001 TYPICAL SECTIONS

11 CP-101 PLAN AND PROFILE

12 CG-101 GRADING PLAN

13 CJ-101 JOINT LAYOUT PLAN

14 CJ-201 JOINT DETAILS 1

15 CJ-202 JOINT DETAILS 2

16 CL-101 ELEVATION PLAN

17 CM-101 PAVEMENT MARKING PLAN

CROSS SECTIONS

18 XS-101 PROPOSED TAXILANE CROSS SECTIONS 1

19 XS-102 PROPOSED TAXILANE CROSS SECTIONS 2

20 XS-103 PROPOSED TAXILANE CROSS SECTIONS 3

N D

F U

E H

TLOFA

TSA

TLOFA

TLOFA TLOFA

TSA

TSA TSA

TSA

TLOFA

TSA

RCE

ASPH

ALT

PAVEM

21" R C

P=1344.61'

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

ASPH

ALT

PAVEM

21" R C

P=1344.14' 27" R

P FL=1342.44'

PAN

TAN

PAN

TAN

ELEC

PAN

G R

ASS

G R

ASS

G R

ASS

AILR

TIE

STEPS (TYPIC

AL)

G R

AVEL

ASPH

ALT

PAVEM

PAN

TAN

ETAL

AIR

R T

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

G R

ASS

LAN

STR

IPIN

LAN

STR

IPIN

ETAL

AIR

R T

ETAL

AIR

R T

ETAL

AIR

R T

ETAL

AIR

R T

C O

N C

ETE

D R

IVW

C O

N C

ETE

D R

IVW

C O

N C

ETE

D R

IVW

C O

N C

ETE

D R

IVW

C O

N C

ETE

D R

IVW

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

27" R C

P FL=1342.70'

ELEC

VAU

ELEC

ETER

G R

O U

N D

SFO

G R

O U

N D

SFO

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

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S C ho ud hr y

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C ho ud hr y Pl ot S ty le

: A

m on o.

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: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

GI-101

PROJECT LAYOUT

PLAN

RSY

EXISTING HANGARS

(TYP.)

NW 23RD STREET

N W

D S

NORTH CIMARRON ROAD

MAINTENANCE

BUILDING

N W

D S

E A4

E D

INDUSTRIAL

BUILDINGS

ACCESS GATE

FUEL FARM

LEGEND

1. PERFORM EARTHWORK

2. CONSTRUCT PROPOSED TAXILANE

3. INSTALL PAVEMENT MARKINGS

(IN FEET)

0 50' 100' 200' 300'

EMPLOYEE PARKING

EQUIPMENT STORAGE

PROPOSED TAXILANE ITEMS OF WORK

TAXILANE SAFETY AREA

TAXILANE OBJECT

FREE AREA

TSA

TLOFA

STOCKPILESP

EXISTING TAXILANE

SAFETY AREA

EXISTING TAXILANE

OBJECT FREE AREA

TSA

TLOFA

PROPOSED TAXILANE FUTURE HANGAR

DEVELOPMENT

(BY OTHERS)

ESEP

EXISTING

APRON

TAXIWAY A

FIXED BASED

OPERATION HANGAR

STOCKPILE

LOCATION

NOTES:

1. COORDINATE STOCKPILE LIMITS WITH THE AIRPORT PRIOR TO

MATERIAL HAULING TO VERIFY ALL PROPER PERMITS AND

CLEARANCES ARE IN PLACE.

RUNWAY 17-35

PROJECT AREA

ACCESS GATE

N D

F U

E H

104+0099+00 100+00 101+00 102+00 103+00

9 10

BASE LINE POINTS

POINT #

NORTHING

179067.72

178607.77

179083.34

179722.56

179368.43

177871.26

179149.26

178603.85

EASTING

2023225.07

2023293.15

2023029.83

2023120.50

2022028.42

2021997.22

2023640.85

2023555.91

ELEVATION

1349.59

1347.38

1349.78

1345.23

1345.38

1350.06

1347.30

1346.16

DESCRIPTION

BASE LINE POINTS

POINT #

NORTHING

178714.64

179019.64

EASTING

2023459.85

2023460.27

ELEVATION

1348.18

1348.77

DESCRIPTION

START

END

LINE TABLE: PAVEMENT ALIGNMENTS

LINE NO.

ALIGNMENT

PROPOSED TAXILANE

START STATION

100+00.00

START POINT

N 178714.64, E 2023459.85

END STATION

103+05.00

END POINT

N 179019.64, E 2023460.27

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

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: A

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: 1 :1

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/1 1/

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A ut oC

D F

(G en er al

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GI-201

SURVEY CONTROL

PLAN

RSY

LEGEND

(IN FEET)

0 50' 100' 200' 300'

NOTES:

1. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS. ANY DAMAGE TO THESE CONTROL

POINTS SHALL BE REPAIRED AT NO COST TO THE OWNER. REPAIRS SHALL BE

COORDINATED WITH THE ENGINEER AND SHALL BE COMPLETED BY A LICENSED

SURVEYOR. FINAL RESULTS OF THE RE-SET MONUMENT SHALL BE SUBMITTED TO THE

ENGINEER FOR APPROVAL.

2. CONTRACTOR SHALL VERIFY CONTROL POINTS AND NOTIFY ENGINEER OF ANY

DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.

3. BASIS FOR BEARINGS SHOWN HEREON IS THE OKLAHOMA STATE PLANE COORDINATE

SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83), NORTH ZONE NO. 3501. SURVEY

CONDUCTED BY GARVER ON 11/20/2024.

4. SURVEY CONTROL POINTS 3, 4, 5, AND 6 ARE NOT SHOWN IN THE VIEW OF THIS SHEET

AND ARE PROVIDED FOR REFERENCE IF SURVEY CONTROL POINTS PROVIDED ARE NOT

SUFFICIENT TO ESTABLISH PROPER CONTROL.

TLOFA

TSA

# SURVEY CONTROL POINT

BASELINE POINT

TAXILANE SAFETY

AREA

TAXILANE OBJECT FREE

AREA

EXISTING HANGARS

(TYP.)

NW 23RD STREET

N W

D S

NORTH CIMARRON ROAD

E A4

E D

ACCESS GATE

FUEL FARM

TLOFA

TSA EXISTING TAXILANE

SAFETY AREA

EXISTING TAXILANE OBJECT

FREE AREA

INDUSTRIAL

BUILDINGS

MAINTENANCE

BUILDING

N D

F U

E H

TLOFA TLOFA

TSA

TSA TSA

TSA

TLOFA

TSA

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

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-1

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M L as t s av ed b y:

M H er na nd ez

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

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: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

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(G en er al

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GC-101

CSPP - PHASE 1

OVERVIEW

RSY

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(G en er al

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GC-101

CSPP - PHASE 1

OVERVIEW

RSY

LEGEND

SEQUENCE OF CONSTRUCTION:

1. COORDINATE WITH OWNER TO ISSUE NOTAM FOR WORK IN THE

VICINITY OF TAXILANE A4. CONTRACTOR TO VERIFY ALL

NOTAMS ARE IN PLACE PRIOR TO MOBILIZING TO SITE.

2. INSTALL TEMPORARY BARRICADES AND EROSION CONTROL

DEVICES.

3. COMPLETE PHASE 1 WORK.

4. CLEAN UP AND REMOVE BARRICADES

5. COORDINATE WITH OWNER TO RETRACT NOTAMS.

(IN FEET)

0 50' 100' 200' 300'

AIRCRAFT ROUTE

CONTRACTOR ROUTE

LIGHTED BARRICADE

EMPLOYEE PARKING

EQUIPMENT STORAGE

PHASE 1 WORK AREA

NOTES:

1. PRINT NOTE: SHEET SHALL BE PRINTED IN COLOR.

2. SEE SS-100 FOR ADDITIONAL INFORMATION.

3. LIGHTED BARRICADES SHOWN ARE FOR GRAPHIC

PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE

THE QUANTITY OF LIGHTED BARRICADES REQUIRED TO

COMPLETE THE WORK AS SHOWN AND MUST BE IN

ACCORDANCE WITH CURRENT FAA ADVISORY CIRCULARS.

4. CONTRACTOR SHALL HAVE AN APPROVED PAVEMENT

BROOM OR VACUUM TRUCK AVAILABLE TO BE DISPATCHED

AND ON SITE WITHIN 2 HOURS. HYDRANTS TO FILL VACUUM

TRUCK WILL BE AVAILABLE ON AIRPORT PROPERTY.

CONTRACTOR MUST COORDNATE INSTALLATION OF WATER

METER FOR USE OF ON-SITE HYDRANTS.

5. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING

SUFFICIENT LIGHTING TO ADEQUATELY ILLUMINATE THE

WORK AREA DURING NIGHTTIME OPERATIONS. PORTABLE

LIGHTING SHALL NOT BE ORIENTED IN SUCH A WAY TO

CAUSE IMPACT TO AIRPORT OPERATIONS.

6. IN NO EVENT SHALL CONSTRUCTION VEHICLES, EQUIPMENT,

OR MATERIALS BE PARKED/STORED WITHIN 50' OF

BARRICADES OR ACTIVE AIRFIELD PAVEMENT.

ITEMS OF WORK

TAXILANE SAFETY AREA

TAXILANE OBJECT

FREE AREA

TSA

TLOFA

CALENDAR DAYS

CONTRACT TIME

PHASE 1

40 DAYS

20 40 60 80 100

ESEP

EXISTING HANGARS

(TYP.)

NW 23RD STREET

N W

D S

NORTH CIMARRON ROAD

STOCKPILESP

N W

D S

E A4

E D

ACCESS GATE

FUEL FARM

PROPOSED TAXILANE

PHASE 1

TAXILANE SAFETY AREA

TAXILANE OBJECT

FREE AREA

TSA

TLOFA

25'

MIN

INDUSTRIAL

BUILDINGS

MAINTENANCE

BUILDING

N D

F U

E H

STAGING AREA NOTES

1. THE CONTRACTOR’S EMPLOYEES AND VISITORS VEHICLES SHALL PARK IN THE

CONTRACTOR'S EMPLOYEE PARKING AREA. ONLY OWNER APPROVED PERSONNEL

WILL BE ALLOWED TO ACCESS AND/OR PARK ON AIRPORT PROPERTY.

2. ALL DELIVERIES, MATERIAL OR OTHERWISE, SHALL BE MADE TO THE DELIVERY

ADDRESS OF THE CONTRACTOR'S STAGING AREA. THE NAME "CLARENCE E. PAGE

MUNICIPAL AIRPORT" SHALL NOT BE USED IN THE DELIVERY ADDRESS.

3. THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FOR

REFERENCE ONLY. THE EXACT LIMITS OF THE CONTRACTOR'S PARKING AND

STAGING AREA FOR MATERIAL STOCKPILING, OFFICE TRAILERS, AND DELIVERIES

SHALL BE PROPOSED BY THE CONTRACTOR FOR THE APPROVAL OF THE ENGINEER.

THE CONTRACTOR STAGING PLANS SHALL BE APPROVED BY THE OWNER PRIOR TO

CONSTRUCTION.

4. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMIT(S) TO DEVELOP AND USE THE

SITE FOR STAGING AND OTHER ACTIVITIES AS REQUIRED.

5. THE STAGING AREA SHALL BE PREPARED TO A STABLE AND DRAINABLE CONDITION.

THE CONTRACTOR HAS THE OPTION OF ERECTING ADDITIONAL CHAIN-LINK

SECURITY FENCING TO DELINEATE AND PROTECT THE AREA.

6. THE CONTRACTOR MAY DO SOME GRADING AND DRAINAGE WORK TO ADAPT THE

AREA TO SPECIFIC NEEDS. UPON COMPLETION OF THE WORK, THE AREA WILL BE

GRADED AND DRESSED TO THE SATISFACTION OF THE ENGINEER AND OWNER UPON

COMPLETION OF THE CONTRACT WORK.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTIONS TO THE

STAGING AREA. ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S STAGING AREA

SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY BY THE

CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE METERS AND

PERMITS. UTILITY ARRANGEMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE

ENGINEER.

8. NO SEPARATE PAY ITEM SHALL BE MADE FOR ANY ITEM REQUIRED FOR THE

CONTRACTOR TO ENCLOSE AND DEVELOP THEIR STAGING AREA.

9. THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY LOST OR STOLEN PROPERTY.

10. NO EQUIPMENT OR VEHICLES SHALL BE PARKED WITHIN 10 FEET OF ANY AIRPORT

OPERATIONS AREA (AOA) PERIMETER FENCE.

NOTES:

1. BARRICADES SHALL BE FURNISHED, INSTALLED, MAINTAINED, AND

REMOVED BY THE CONTRACTOR.

2. BARRICADES SHALL MEET THE REQUIREMENTS OF THE CURRENT

FAA ADVISORY CIRCULAR 150/5370-2 AND BE APPROVED BY THE

ENGINEER.

3. CONTRACTOR SHALL WEIGHT BARRICADE TO PREVENT

DISPLACEMENT. THE METHOD SHALL BE APPROVED BY THE

ENGINEER.

4. BARRICADES SHALL BE LOCATED AS DEFINED IN THE

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP).

5. UNLESS OTHERWISE NOTED, MAXIMUM GAP BETWEEN BARRICADES

SHALL BE 4 FEET.

8' MINIMUM FLASHING RED

CAUTION LIGHT

SECURED TO

BARRICADE

REFLECTIVE ORANGE OR

WHITE STRIPES @ 45° SLANT

HIGH IMPACT, UV RESISTANT

POLYETHYLENE 10" x 96" x 10"

ORANGE AND/OR WHITE IN

COLOR

SCALE: NONE

GC-201

LOW PROFILE AIRCRAFT

BARRICADE

NOTES:

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL HAVE A FLAG OR BEACON

COMPLYING TO FAA SAFETY AND PHASING REGULATIONS.

2. FLAGS AND OR BEACONS WILL BE REQUIRED ON ALL CONSTRUCTION EQUIPMENT

AND VEHICLES WITHIN THE AIR OPERATIONS AREA.

3. FOR CONSTRUCTION OPERATIONS FROM AN HOUR BEFORE DUSK TO AN HOUR

AFTER DAWN, CONTRACTOR VEHICLES WILL ALSO BE REQUIRED TO HAVE A

YELLOW FLASHING BEACON MOUNTED TO THE TOP/MOST PORTION OF THE

VEHICLE SO THAT IS VISIBLE FROM ALL DIRECTIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING FLAGS AND BEACONS. NO

SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR FLAGS OR BEACONS.

THE FLAGS WILL REMAIN THE PROPERTY OF THE CONTRACTOR AT THE

COMPLETION OF THE PROJECT.

SCALE: NONE

GC-201

VEHICLE FLAGS

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-G C

-4

.d w g L as t S av e:

L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

GC-201

CONSTRUCTION

SAFETY DETAILS

RSY

N D

F U

E H

W W

WUGE UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

U G

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TLOFA

TLOFA TLOFA

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

13451344

47 1347

104+0099+00 100+00 101+00 102+00 103+00

BORING TABLE

POINT #

B-1

B-2

C-1

LATITUDE

N35° 29' 29.15"

N35° 29' 27.56"

N35° 29' 30.05"

LONGITUDE

W97° 48' 55.26"

W97° 48' 55.40"

W97° 48' 55.33"

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C V-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

CV-101

EXISTING

CONDITIONS

RSY

(IN FEET)

0 15' 30' 60' 90'

NOTES:

1. EXISTING UTILITIES AND UNDERGROUND FACILITIES

ARE LOCATED FROM AVAILABLE SURFACE

INFORMATION OR RECORDS RESEARCH. THE

LOCATION AND ELEVATIONS SHOWN ARE

APPROXIMATED AND ARE BASED ON THE

INFORMATION AVAILABLE AT THE TIME OF DESIGN.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING EXACT LOCATION, DEPTH, AND CONDITION

OF ALL UTILITIES AND AIRPORT FACILITIES DURING

THE CONSTRUCTION PERIOD. ANY CONFLICTING

UTILITY INFORMATION SHALL BE REPORTED TO THE

ENGINEER FOR ASSESSMENT PRIOR TO THE START

OF DEMOLITION OPERATIONS.

2. ALL EXISTING INFRASTRUCTURE SHALL REMAIN

UNLESS OTHERWISE NOTED.

LEGEND

PROPOSED PAVEMENT LIMITS

EXISTING DRAINAGE

STRUCTURE

EXISTING CONCRETE PAVEMENT

EXISTING TAXILANE SAFETY

AREA

EXISTING TAXILANE OBJECT

FREE AREA

TSA

TLOFA

EXISTING STORM DRAIN PIPE

NW 23RD STREET

3R D

E A4

EXISTING HANGARS

(TYP.)

EXISTING TAXIWAY

CENTERLINE MARKINGS

(TYP.)

EXISTING 27'' RCP PIPE

EXISTING 21'' RCP PIPE

EXISTING TELEPHONE

BOX (TYP.)

EXISTING COMMUNICATION

LINE (TYP.)

EXISTING ELECTRICAL BOX (TYP.)

EXISTING FENCE (TYP.)EXISTING WATER LINE (TYP.)

EXISTING PROPANE

TANK (TYP.)

EXISTING AIR

CONDITIONER UNIT

EXISTING UNDERGROUND

ELECTRICAL LINE (TYP.)

EXISTING SIGN(TYP.)

EXISTING FIRE

HYDRANT (TYP.)

EXISTING WATER VALVE (TYP.)

EXISTING WATER

METER (TYP.)

EXISTING GROUND

TRANSFORMER (TYP.)

EXISTING ELECTRICAL

METER ON POST (TYP.)

EXISTING CONCRETE HEADWALL

FL = 1344.61'

EXISTING CONCRETE HEADWALL

FL = 1342.44'

TSA

TLOFA

TAXILANE SAFETY AREA

TAXILANE OBJECT FREE AREA

EXISTING CONCRETE HEADWALL

FL = 1342.70'

EXISTING CONCRETE HEADWALL

FL = 1344.14' UGE

COMM

EXISTING UNDERGROUND

ELECTRICAL LINE

EXISTING WATER LINE

EXISTING COMMUNICATION LINE

EXISTING FIRE HYDRANTS, WATER

METERS, AND WATER VALVES

EXISTING ELECTRICAL HANDHOLE (TYP.)

EXISTING TAXILANE

PAVEMENT JOINTS

B-1

B-2 C-1

BORINGS

N D

F U

E H

W W

WUGE UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

U G

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TLOFA

TLOFA TLOFA

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

13451344

1346 1347

49 1349 13

104+0099+00 100+00 101+00 102+00

103+00

1347.0

1348.5

1348.0

1347.0

1347.5

1346.5

1347.5

1348.0

1348.51347.0 1348.0

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C E-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

CE-101

EROSION CONTROL

PLAN

RSY

LEGEND

(IN FEET)

0 15' 30' 60' 90'

NOTES:

1. THE TEMPORARY EROSION CONTROL MEASURES

SHOWN ON THE PLANS REPRESENT THE ENGINEER'S

ESTIMATE OF THE MINIMUM EFFORT NEEDED TO

MAINTAIN PROPER EROSION CONTROL DURING

CONSTRUCTION. ADDITIONAL MEASURES MAY BE

REQUIRED DURING CONSTRUCTION. INSTALLATION

OF ADDITIONAL DEVICES SHALL NOT BE MEASURED

FOR SEPARATE PAYMENT BUT WILL BE INCIDENTAL

TO ITEM C-102.

2. SEE SHEET CE-201 FOR EROSION CONTROL DETAILS.

THE SYMBOLS SHOWN IN THIS SHEET REPRESENT

EROSION CONTROL DEVICES FOUND IN THE EROSION

CONTROL DETAIL SHEET. THE SYMBOLS ARE NOT TO

SCALE AND REPRESENT THE GENERAL LOCATION TO

WHICH THE DEVICES SHALL BE PLACED.

3. EROSION AND SEDIMENT CONTROL FEATURES SHALL

BE PLACED PRIOR TO THE START OF EXCAVATION

OPERATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR EROSION

CONTROL AND TEMPORARY SEEDING OF STOCKPILES,

BORROW AREAS, AND HAUL ROUTES. THIS WORK IS

INCIDENTAL TO ITEM C-102.

5. CONCRETE WASHOUT NOT SHOWN IN PLAN VIEW.

CONTRACTOR TO INSTALL AND MAINTAIN CONCRETE

WASHOUT IN STAGING AREA OR OTHER LOCATION

APPROVED BY THE AIRPORT.

EXISTING DRAINAGE

STRUCTURE

EXISTING STORM DRAIN PIPE

EXISTING CONTOURXXX

EXISTING CONCRETE PAVEMENT

EXISTING TAXILANE OBJECT

FREE AREATLOFA

EXISTING TAXILANE SAFETY

AREATSA

STORMWATER FLOW DIRECTION

CONCRETE

WASHOUT AREA

SANDBAG DITCH

CHECK

ESTIMATED LIMITS

OF DISTURBANCE

TOTAL DISTURBED AREA = 0.45 ACRES

PROPOSED PAVEMENT LIMITS

CE-201

N W

D S

E A4

EXISTING HANGARS

(TYP.)

HEADWALL SILT

TRAP

CE-201

TAXILANE OBJECT FREE AREATLOFA

TAXILANE SAFETY AREATSA

STABILIZED CONSTRUCTION

ENTRANCE

CE-201

NW 23RD STREET

EXISTING HANGARS

(TYP.)

EXISTING TAXIWAY

CENTERLINE MARKINGS

(TYP.)

EXISTING 27'' RCP PIPE

EXISTING 21'' RCP PIPE

EXISTING TELEPHONE

BOX (TYP.)

EXISTING COMMUNICATION

LINE (TYP.)

EXISTING ELECTRICAL BOX (TYP.)

EXISTING FENCE (TYP.)EXISTING WATER LINE (TYP.)

EXISTING PROPANE

TANK (TYP.)

EXISTING AIR

CONDITIONER UNIT

EXISTING UNDERGROUND

ELECTRICAL LINE (TYP.)

EXISTING SIGN(TYP.)

EXISTING FIRE

HYDRANT (TYP.)

EXISTING WATER VALVE (TYP.)

EXISTING WATER

METER (TYP.)

EXISTING GROUND

TRANSFORMER (TYP.)

EXISTING ELECTRICAL

METER ON POST (TYP.)

EXISTING CONCRETE HEADWALL

FL = 1344.61'

EXISTING CONCRETE HEADWALL

FL = 1342.44'

EXISTING CONCRETE HEADWALL

FL = 1342.70'

EXISTING CONCRETE HEADWALL

FL = 1344.14'

EXISTING ELECTRICAL HANDHOLE (TYP.)

EXISTING TAXILANE

PAVEMENT JOINTS

N D

F U

E H

CONCRETE

WASH OUT

AREA

SECTION A-A

NOTES:

1. PLASTIC SHEETING MUST BE 10 MIL THICK OR TWO 6 MIL PIECES OVERLAPPED.

2. ONCE CONCRETE DRIES, IT CAN BE ROLLED UP IN THE PLASTIC FOR DISPOSAL.

3. HAY BALES MUST BE STAKED WITH POSTS HOLDING PLASTIC LINER IN PLACE AND

COVERING ALL BALES. WOODEN POSTS MUST BE 3 FEET IN LENGTH.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A WASH OUT AREA.

5. THE CONCRETE TRUCK DRIVER AND CONTRACTOR CAN BE CITED FOR WASH OUTS

CONDUCTED IN A NON-DESIGNATED AREA.

6. AFTER THE DESIGNATED AREA FOR THE WASH OUT IS DETERMINED, SIGNAGE

INDICATING CONCRETE WASH OUT AREA SHALL BE INSTALLED THAT IS VISIBLE TO

EXITING VEHICLES..

SIGN

4" X 4" WOOD POST

OR METAL T-POST

WOOD POST

PLASTIC

SHEETING

STANDARD 3.5' X 1.5'

STRAW OR HAY BALE

STANDARD 3.5' X 1.5'

STRAW OR HAY BALE

PLASTIC SHEETING

WOOD POST

PLAN VIEW

FRONT ELEVATION

NOTES:

1. HEADWALL SILT TRAP SHALL INCLUDE TYPE II

GEOTEXTILE FABRIC BAGS, NUMBER 57 STONE, LABOR

AND ALL INCIDENTALS NECESSARY FOR COMPLETE

INSTALLATION.

2. THE HEIGHT REQUIREMENT IS WAIVED IN CASES

WHERE IT WILL CREATE AN UNACCEPTABLE PONDING

SITUATION.

3. INTERWEAVE BAG ENDS TO FILL GAPS BETWEEN BAGS.

4. FILL BAGS WITH NUMBER 57 STONE BETWEEN 1/2 TO 2/3

FULL (50 LB. TO 60 LB.).

G H

T O

G S

FILTER BAG WITH

3/4" TO 1" ROCK

MINIMUM 1' OVERLAP

(BOTH SIDES)

18" TO 24"

NOTES:

1. SAND BAGS MAY VARY IN SIZE AND SHAPE. QUANTITY

OF BAGS REQUIRED MAY VARY DEPENDING ON SIZE

AND SHAPE OF DITCH.

2. SAND BAGS SHOULD BE PLACED TIGHTLY TOGETHER

WITH MINIMAL GAPS.

V-BOTTOM DITCH

CROSS SECTIONAL VIEW

FLAT BOTTOM DITCH

12" MIN.

9'-0" 10'-6"

1'-6"

HYDRAULIC

GRADE LINE

DITCH FLOWLINE

SAND BAG

DITCH CHECK

18" TO 24"

6" MIN

SCALE: NONE

CE-201

CONCRETE WASH OUT AREA

SCALE: NONE

CE-201

HEADWALL SILT TRAP

SCALE: NONE

CE-201

SANDBAG DITCH CHECK

SCALE: NONE

CE-201

TEMPORARY CONSTRUCTION ENTRANCE

2"-3" STONE

20' M

IIN

50' MINIMUM

6" M

U M

TEMPORARY CONSTRUCTION ENTRANCE NOTES:

1. WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE

SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN

WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED

WITH CRUSHED STONE AND DRAINS INTO AN APPROVED TRAP OR

SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM

ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING

APPROVED METHODS.

2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC

ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH

ADDITIONAL STONE AS CONDITIONS DEMAND, AS WELL AS REPAIR AND

CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT. ALL

SEDIMENT THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO

PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.

3. ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A

DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE

CONSTRUCTION SITE.

4. WHEN SEDIMENT HAS SUBSTANTIALLY CLOGGED THE VOID AREA

BETWEEN THE ROCKS, THE AGGREGATE MAT MUST BE WASHED DOWN

OR REPLACED. PERIODIC RE-GRADING AND TOP DRESSING WITH

ADDITIONAL STONE MUST EBE DONE TO KEEP THE EFFICIENCY OF THE

ENTRANCE FROM DIMINSHING.

5. CONTRACTOR TO REMOVE CONSTRUCTION ENTRANCE PRIOR TO

PAVEMENT SECTION CONSTRUCTION UNLESS OTHERWISE APPROVED

BY THE RPR.

6. INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY

CONSTRUCTION ENTRANCE IS INCIDENTAL TO C-102 ITEMS.

GEOTEXTILE FABRIC

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C E-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

W G

T o

CE-201

EROSION CONTROL

DETAILS

RSY

N D

F U

E H

SCALE: NONE

CP-001

TAXILANE SECTION DETAIL

6:1 MAX.

7" PORTLAND CEMENT

CONCRETE (SS-202)

6" ODOT TYPE-A

AGGREGATE BASE COURSE

(P-208)

25'

12.5'12.5'

1.00%

SCALE: NONE

CP-001

PROPOSED TAXILANE TYPICAL SECTION

49' - TAXILANE SAFETY AREA

79' - TAXILANE OBJECT FREE AREA

5.00%

(TO SURFACE)

1.00%

CL 10'VARIES

1.00%

SCARIFY AND RECOMPACT 12'' OF EXISTING

SUBGRADE. THIS WORK IS INCIDENTAL TO

P-152 ITEMS.

NOTES:

1. FUTURE HANGAR AND APRON INFRASTRUCTURE

SHOWN IS GENERAL IN NATURE, ULTIMATE BUILD OUT

OF THESE AREAS IS NOT INCLUDED IN THE

CONTRACT.

2. RESTORE DISTURBED AREAS WITH SOD IN

ACCORDANCE WITH T-904. DISTURBED AREAS

OUTSIDE PLAN LIMITS WILL NOT BE PAID FOR

SEPARATELY.

CP-001

FUTURE HANGAR (BY OTHERS)

AND ULTIMATE CONDITION

FUTURE HANGAR (BY OTHERS)

AND ULTIMATE CONDITION

EXISTING

GROUND

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C P-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

CP-001

TYPICAL SECTIONS

RSY

N D

F U

E H

98+50 99+00 100+00 101+00 102+00 103+00 104+00 104+50

10.15%

0.75%

I 9

. 1

I 1

. 1

I 1

. 1

TLOFA

TLOFA TLOFA

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

104+0099+00 100+00 101+00 102+00 103+00

STA. 100+00.00

OFF. 12.79' RT

ELEV: 1346.36

STA. 103+04.93

OFF. 12.50' RT

ELEV: 1348.57

STA. 100+00.00

OFF. 12.50' LT

ELEV: 1346.61

STA. 103+05.07

OFF. 12.50' LT

ELEV: 1348.79

STA. 100+00.00

OFF. 0.00'

ELEV: 1346.48

BEGIN PROPOSED

TAXILANE TYPICAL SECTION

STA. 103+05.00

OFF. 0.00' RT

ELEV: 1348.77

END PROPOSED

TAXILANE CONSTRUCTION

STA. 102+80.00

OFF. 0.00'

ELEV: 1348.58

BEGIN TRANSITION

TO MATCH EXISTING

STA. 102+80.00

OFF. 12.50' LT

ELEV: 1348.71

STA. 102+80.00

OFF. 12.50' RT

ELEV: 1348.461348

1348.5

1347.5 1346.5

1347.0

1348.5

1347.0 1347.5 1348.0

1344.0

1348.0

1347.0

1348.0

1348.5

1346.0

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C P-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

CP-101

PLAN AND PROFILE

RSY

LEGEND

TLOFA

TSA

NOTES:

1. PROFILE VERTICAL EXAGGERATION = 5.

2. SEE SHEET CP-001 FOR TYPICAL SECTIONS.

3. CONTRACTOR SHALL SAWCUT A CLEAN VERTICAL EDGE

AT ALL PAVEMENT TIE-INS.

4. CONTRACTOR SHALL VERIFY EXISTING PAVEMENT

ELEVATIONS AT TAXILANE. MATCH EXISTING LOCATION

(STA. 103+05 +/-) PRIOR TO BEGINNING GRADING AND

NOTIFY ARPR OF ANY DISCREPANCY WITH GRADES

SHOWN.

(IN FEET)

0 15' 30' 60' 90'

TAXILANE SAFETY

AREA

TAXILANE OBJECT FREE

AREA

PROPOSED TAXILANE PAVEMENT

EXISTING CONCRETE PAVEMENT

EXISTING PROFILE

PROPOSED PROFILE

E A4

EXISTING HANGARS

(TYP.)

TLOFA

TSA EXISTING TAXILANE

SAFETY AREA

EXISTING TAXILANE OBJECT

FREE AREA

CP-001

EXISTING

GROUND

PROPOSED

GROUND

N D

F U

E H

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

W W

WUGE UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

U G

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

104+0099+00 100+00 101+00 102+00 103+00

STA. 100+40.00

OFF. 45.90' LT

ELEV: 1348.58

STA. 101+90.00

OFF. 26.40' LT

ELEV: 1348.73

STA. 103+05.00

OFF. 23.37' RT

ELEV: 1348.53

STA. 100+00.00

OFF. 39.97' LT

ELEV: 1347.98

STA. 102+30.00

OFF. 25.43' RT

ELEV: 1348.67

STA. 100+00.00

OFF. 12.50' LT

ELEV: 1346.61

STA. 100+00.00

OFF. 12.50' RT

ELEV: 1346.36

STA. 103+04.93

OFF. 12.50' RT

ELEV: 1348.57

MATCH EXISTING

STA. 103+05.07

OFF. 12.50' LT

ELEV: 1348.79

MATCH EXISTING

STA. 102+10.00

OFF. 26.12' LT

ELEV: 1348.86 STA. 102+70.00

OFF. 16.38' LT

ELEV: 1348.83

STA. 99+71.91

OFF. 33.37' RT

ELEV: 1343.42

STA. 99+72.62

OFF. 22.46' LT

ELEV: 1343.83

1344 1346

1347.5 1347.0

1346.5

1347.5

1345.0

1348.0

1347.5

1348.0

1348.5

1348.0 1348.5

1348.5

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

CG-101

GRADING PLAN

RSY

LEGEND

(IN FEET)

0 15' 30' 60' 90'

NOTES:

1. CONTRACTOR SHALL LOCATE AND CONFIRM

LOCATION, SIZE, AND FLOWLINE FOR EXISTING STORM

DRAIN LINES IN THE VICINITY OF PROPOSED GRADING

IMPROVEMENTS PRIOR TO BEGINNING WORK.

PROPOSED TAXILANE PAVEMENT

EXISTING CONCRETE PAVEMENT

EXISTING DRAINAGE

STRUCTURE

XXX EXISTING CONTOUR

XXX PROPOSED CONTOUR

EXISTING STORM DRAIN PIPE

GRADING PVI

STA:

OFF:

ELEV:

NW 23RD STREET

3R D

E A4

EXISTING HANGARS

TLOFA

TSA TAXILANE SAFETY

AREA

TAXILANE OBJECT FREE

AREA

TLOFA

TSA EXISTING TAXILANE

SAFETY AREA

EXISTING TAXILANE OBJECT

FREE AREA

NW 23RD STREET

EXISTING HANGARS

(TYP.)

EXISTING TAXIWAY

CENTERLINE MARKINGS

(TYP.)

EXISTING 27'' RCP PIPE

EXISTING 21'' RCP PIPE

EXISTING TELEPHONE

BOX (TYP.)

EXISTING COMMUNICATION

LINE (TYP.)

EXISTING ELECTRICAL BOX (TYP.)

EXISTING FENCE (TYP.)EXISTING WATER LINE (TYP.)

EXISTING PROPANE

TANK (TYP.)

EXISTING AIR

CONDITIONER UNIT

EXISTING UNDERGROUND

ELECTRICAL LINE (TYP.)

EXISTING SIGN(TYP.)

EXISTING FIRE

HYDRANT (TYP.)

EXISTING WATER VALVE (TYP.)

EXISTING WATER

METER (TYP.)

EXISTING GROUND

TRANSFORMER (TYP.)

EXISTING ELECTRICAL

METER ON POST (TYP.)

EXISTING CONCRETE HEADWALL

FL = 1344.61'

EXISTING CONCRETE HEADWALL

FL = 1342.44'

EXISTING CONCRETE HEADWALL

FL = 1342.70'

EXISTING CONCRETE HEADWALL

FL = 1344.14'

EXISTING ELECTRICAL HANDHOLE (TYP.)

ESTIMATED LIMITS

OF DISTURBANCE

N D

F U

E H

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

W W

WUGE UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

U G

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C J-

dw g

L as t S av e:

/1 0/

L as t s av ed b y:

C ho ud hr y La st p lo tte d by

: S aa d C ho ud hr y

Pl ot

S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:1 P lo t D at e:

A M

P lo tte r u se d:

A ut oC

P D

F (G en er al D oc um en ta tio n)

.p c3

CJ-101

JOINT LAYOUT PLAN

RSY

LEGEND

(IN FEET)

0 15' 30' 60' 90'

NOTES:

1. SEE SHEET CJ-201 FOR JOINT DETAILS AND

ADDITIONAL INFORMATION.

2. ADJUSTMENTS TO THE TYPES OF JOINTS SHOWN MAY

BE MADE BASED ON THE CONTRACTOR'S

CONSTRUCTION METHODS. ANY PROPOSED JOINT

CHANGES SHALL BE SUBMITTED TO THE ENGINEER

APPROVAL A MINIMUM OF 14 DAYS PRIOR TO

PAVEMENT CONSTRUCTION.

3. JOINT LETTER DESIGNATIONS ARE PLACED IN

GENERAL LOCATIONS AND DEPICT THE JOINTS TO BE

THE SAME TYPE FOR THE ENTIRE LENGTH.

4. SLABS SHALL BE EVENLY SPACED THROUGHOUT THE

SHOWN DIMENSION.

EXISTING CONCRETE PAVEMENT

TYPE "C" DOWELED

CONTRACTION JOINT

TYPE "D" DUMMY

CONTRACTION JOINT

TYPE "E" DOWELED

CONSTRUCTION JOINT

PROPOSED TAXILANE

PAVEMENT

NW 23RD STREET

3R D

E A4

E D D D D D

22 SLABS AT 12.50' = 275.00'

3 SLABS AT 10' = 30.00'

D E

TLOFA

TSA TAXILANE SAFETY

AREA

TAXILANE OBJECT FREE

AREA

TLOFA

TSA EXISTING TAXILANE

SAFETY AREA

EXISTING TAXILANE OBJECT

FREE AREA

C C

CDDDDC

EXISTING HANGARS

(TYP.)

EXISTING TAXIWAY

CENTERLINE MARKINGS

(TYP.)

EXISTING 27'' RCP PIPE

EXISTING 21'' RCP PIPE

EXISTING TELEPHONE

BOX (TYP.)

EXISTING COMMUNICATION

LINE (TYP.)

EXISTING ELECTRICAL BOX (TYP.)

EXISTING FENCE (TYP.)EXISTING WATER LINE (TYP.)

EXISTING PROPANE

TANK (TYP.)

EXISTING AIR

CONDITIONER UNIT

EXISTING UNDERGROUND

ELECTRICAL LINE (TYP.)

EXISTING SIGN(TYP.)

EXISTING FIRE

HYDRANT (TYP.)

EXISTING WATER VALVE (TYP.)

EXISTING WATER

METER (TYP.)

EXISTING GROUND

TRANSFORMER (TYP.)

EXISTING ELECTRICAL

METER ON POST (TYP.)

EXISTING CONCRETE HEADWALL

FL = 1344.61'

EXISTING CONCRETE HEADWALL

FL = 1342.44'

EXISTING CONCRETE HEADWALL

FL = 1342.70'

EXISTING CONCRETE HEADWALL

FL = 1344.14'

EXISTING ELECTRICAL HANDHOLE (TYP.)

EXISTING TAXILANE

PAVEMENT JOINTS

N D

F U

E H

RECESS JOINT SEALANT IN

ACCORDANCE WITH P-605.

BEVEL JOINT 1/4" DEPTH @ 45° BY

SAWCUT OR GRINDING.

SAWED JOINT FACE

5/8" ± 1/8" ROD BACK-UP

MATERIAL

1/4" TO 1/2" SEALANT DEPTH (PER

MANUFACTURER REQUIREMENTS)

RECESS JOINT SEALANT IN ACCORDANCE WITH P-605

BEVEL JOINT 1/4" DEPTH @

45° BY SAWCUT OR

GRINDING.

5/8" ± 1/8" ROD BACK-UP MATERIAL

1/4" TO 1/2" SEALANT DEPTH (PER

MANUFACTURER REQUIREMENTS)

SAWED

JOINT

FACE

T T

1- 1/

4" M

U M

1- 1/

4" M

U M

1/2"±1/8"

1/2" TO 3/4 ± 1/8"

O M

(1 /2

/4 " T

1/2" ± 1/8"

±1 /2

1/ 4"

SCALE: NONE

CJ-201

TYPE E - DOWELED CONSTRUCTION

JOINT AT EXISTING/PROPOSED PAVEMENT

SCALE: NONE

CJ-201

TYPE D - DUMMY CONTRACTION JOINT

SCALE: NONE

CJ-201

TYPE C - DOWELED CONTRACTION JOINT

SCALE: NONE

CJ-201

ISOLATION JOINTS (SILICONE)

SCALE: NONE

CJ-201

CONTRACTION JOINTS (SILICONE)

SCALE: NONE

CJ-201

CONSTRUCTION JOINTS (SILICONE)

PROPOSED

PAVEMENT

EXISTING

PAVEMENT

+25% ± 5% JOINT WIDTH

ROD BACK UP MATERIAL

NON-EXTRUDED PREMOLDED

COMPRESSIBLE MATERIAL.

BEVEL JOINT 1/4" DEPTH @ 45°

BY SAWCUT OR GRINDING.

DRILL AND EPOXY

DOWEL BARS.

CJ-201

RECESS JOINT SEALANT

IN ACCORDANCE WITH

P-605.

DOWEL BARS TO BE

EPOXY COATED

DOWEL BARS TO BE

EPOXY COATED

DOWEL BARS TO BE

EPOXY COATED DRILL AND EPOXY

DOWEL BARS.

SCALE: NONE

CJ-201

TYPE E - DOWELED CONSTRUCTION JOINT

CJ-201

BAR LENGTH VARIES

BAR LENGTH VARIESTRANSVERSE JOINT TYPE C OR E

LONGITUDINAL JOINT TYPE C OR E

" M

12" MIN.

SCALE: NONE

CJ-202

DOWEL BARS AT SLAB CORNERS (PLAN VIEW)

SCALE: NONE

CJ-202

DOWEL BAR SPECIFICATIONS

OMIT DOWEL OR TIE BAR

FROM LONGITUDINAL JOINT

AS NECESSARY TO

MAINTAIN 12" FROM END

OF TRANSVERSE DOWEL BARS.

6" TO 7" 3/4" 18" 12"

DOWEL DIAMETER DOWEL LENGTH DOWEL SPACINGSLAB THICKNESS

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C J-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

CJ-201

JOINT DETAILS 1

RSY

N D

F U

E H

SCALE: NONE

CJ-202

DOWEL BASKET ASSEMBLY

DOWELS WELDED ALTERNATELY

TO TOP SPACER BARS

KEEP DOWELS LEVEL

ANCHOR BASKETS TO BASE

LAYER TO PREVENT MOVEMENT

DURING PAVING. METHOD OF

ANCHORING SUBJECT TO

APPROVAL BY ENGINEER.

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C J-

dw g

L as t S av e:

/1 1/

M L as t s av ed b y:

S C ho ud hr y

La st p lo tte d by : S aa d

C ho ud hr y Pl ot S ty le

: A

m on o.

ct b Pl ot S ca le

: 1 :1

P lo t D at e:

/1 1/

M P lo tte r u se d:

A ut oC

D F

(G en er al

D oc um en ta tio

n) .p c3

CJ-202

JOINT DETAILS 2

RSY

N D

F U

E H

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

W W

WUGE UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

U G

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

. 1

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

CL-101

ELEVATION PLAN

RSY

LEGEND

(IN FEET)

0 15' 30' 60' 90'

NOTES:

1. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT

ALL PAVEMENT TIE-INS.

EXISTING CONCRETE PAVEMENT

PROPOSED SPOT ELEVATION

EX. X

.XX

X.XX

MATCH EXISTING SPOT

ELEVATION

TLOFA

TSA TAXILANE SAFETY

AREA

TAXILANE OBJECT FREE

AREA

TLOFA

TSA EXISTING TAXILANE

SAFETY AREA

EXISTING TAXILANE OBJECT

FREE AREA

NW 23RD STREET

3R D

E A4

EXISTING HANGARS

(TYP.)

EXISTING TAXIWAY

CENTERLINE MARKINGS

(TYP.)

EXISTING 27'' RCP PIPE

EXISTING 21'' RCP PIPE

EXISTING TELEPHONE

BOX (TYP.)

EXISTING COMMUNICATION

LINE (TYP.)

EXISTING ELECTRICAL BOX (TYP.)

EXISTING FENCE (TYP.)EXISTING WATER LINE (TYP.)

EXISTING PROPANE

TANK (TYP.)

EXISTING AIR

CONDITIONER UNIT

EXISTING UNDERGROUND

ELECTRICAL LINE (TYP.)

EXISTING SIGN(TYP.)

EXISTING FIRE

HYDRANT (TYP.)

EXISTING WATER VALVE (TYP.)

EXISTING WATER

METER (TYP.)

EXISTING GROUND

TRANSFORMER (TYP.)

EXISTING ELECTRICAL

METER ON POST (TYP.)

EXISTING CONCRETE HEADWALL

FL = 1344.61'

EXISTING CONCRETE HEADWALL

FL = 1342.44'

EXISTING CONCRETE HEADWALL

FL = 1342.70'

EXISTING CONCRETE HEADWALL

FL = 1344.14'

EXISTING ELECTRICAL HANDHOLE (TYP.)

EXISTING TAXILANE

PAVEMENT JOINTS

N D

F U

E H

W W

WUGE UGE

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

UGE UGE

U G

TLOFA

TLOFA TLOFA

TLOFA

TSA

TLOFA

TLOFA TLOFA

TLOFA

TSA

TSA TSA

TSA

TSA TSA

TSA

104+0099+00 100+00 101+00 102+00 103+00

STA. 100+00.00

OFF. 0.00'

STA. 103+65.20

OFF. 0.17' RT

MATCH EXISTING CENTERLINE

DRAWN BY:

DATE:

JOB NO.:

C R

O N

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0 1"

DRAWING NUMBER

SHEET

NUMBER

APRIL 2025

2401967

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

C E

M U

T O

O M

A C

Y, O K

R C

E C

O N

U C

T H

Fi le

: L :\2

A0 3-

- O C

C E

C on st ru ct H an ga r T ax ila ne

\D ra w in gs \R

C E_

-C M

-2

.d w g L as t S av e:

A M

L as t s av ed b y:

C ho ud hr y La st p lo tte d by

: S aa d C ho ud hr y

Pl ot

S ty le : A

m on o.

ct b

Pl ot

S ca le : 1

:1 P lo t D at e:

A M

P lo tte r u se d:

A ut oC

P D

F (G en er al D oc um en ta tio n)

.p c3

CM-101

PAVEMENT MARKING

PLAN

RSY

LEGEND

(IN FEET)

0 15' 30' 60' 90'

NOTES:

1. SHEET INTENDED TO BE PRINTED IN COLOR.

2. MARKINGS ON EXISTING PAVEMENT SHOWN FOR

REFERENCE ONLY.

3. THE CONTRACTOR WILL BE REQUIRED TO REPAINT

ANY MARKINGS THAT ARE OUTSIDE OF THE PROJECT

LIMITS WHICH ARE DAMAGED BY THE CONTRACTOR'S

OPERATIONS. REPAINTING OF DAMAGED AREAS WILL

BE AT THE CONTRACTOR'S EXPENSE.

4. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE

ACTUAL STRIPING PRESENT IN THE FIELD SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER

PRIOR TO MARKING REMOVAL OR INSTALLATION

OPERATIONS.

5. MARKINGS TO BE REPAINTED SHALL BE CLEANED AND

HAVE ANY LOOSE MATERIAL REMOVED PRIOR TO THE

NEW APPLICATION.

6. ALL PAVEMENT MARKINGS SHALL BE OUTLINED IN 6"

BLACK PAINT UNLESS OTHERWISE NOTED. SEE

PAVEMENT MARKING DETAILS SHEETS FOR MORE

DETAILS. BLACK PAINT SHALL NOT RECEIVE

REFLECTIVE MEDIA.

7. CURING COMPOUND SHALL BE REMOVED UNDER ANY

AND ALL PROPOSED MARKINGS ON NEW CONCRETE.

TSA

TLOFA

EXISTING MARKINGS

PROPOSED YELLOW MARKINGS

TAXILANE SAFETY AREA

TAXILANE OBJECT FREE AREA

NOTE:

1. ALL YELLOW MARKINGS SHALL HAVE GLASS BEADS.

2. ALL BLACK MARKINGS SHALL NOT HAVE GLASS BEADS.

3. BLACK OUTLINE SHALL BE 6" OUTSIDE OF YELLOW MARKING.

SCALE: NONE

CM-101

TAXILANE CENTERLINE MARKINGS

TAXILANE

BLACK OUTLINE

6" 6"

NW 23RD STREET

3R D

E A4

EXISTING HANGARS

(TYP.)

EXISTING TAXIWAY

CENTERLINE MARKINGS

(TYP.)

EXISTING 27'' RCP PIPE

EXISTING 21'' RCP PIPE

EXISTING TELEPHONE

BOX (TYP.)

EXISTING COMMUNICATION

LINE (TYP.)

EXISTING ELECTRICAL BOX (TYP.)

EXISTING WATER LINE (TYP.)

EXISTING PROPANE

TANK (TYP.)

EXISTING AIR

CONDITIONER UNIT

EXISTING UNDERGROUND

ELECTRICAL LINE (TYP.)

EXISTING WATER VALVE (TYP.)

EXISTING WATER

METER (TYP.)

EXISTING ELECTRICAL

METER ON POST (TYP.)

EXISTING CONCRETE HEADWALL

FL = 1344.61'

EXISTING CONCRETE HEADWALL

FL = 1342.44'

EXISTING CONCRETE HEADWALL

FL = 1342.70'

EXISTING CONCRETE HEADWALL

FL = 1344.14'

EXISTING TAXILANE

PAVEMENT JOINTS

YELLOW TAXILANE

CENTERLINE STRIPE

N D

F U

E H

PROPOSED TAXILANE

STA: 99+50.00

1340.00

1345.00

1350.00

1355.00

1360.00

1340.00

1345.00

1350.00

1355.00

1360.00

0 30 600-30-60

PROPOSED TAXILANE

STA: 99+75.00

1335.00

1340.00

1345.00

1350.00

1355.00

1335.00

1340.00

1345.00

1350.00

1355.00

0 30 600-30-60

PROPOSED TAXILANE

STA: 100+00.00

1340.00

1345.00

1350.00

1355.00

1360.00

1340.00

1345.00

1350.00

1355.00

1360.00

0 30 600-30-60

PROPOSED TAXILANE

STA: 100+25.00

1340.00

1345.00

1350.00

1355.00

1360.00

1340.00

1345.00

1350.00

1355.00

1360.00

0 30 600-30-60

PROPOSED TAXILANE

STA: 100+50.00

1340.00

1345.00

1350.00

1355.00

1360.00

1340.00

1345.00

1350.00

1355.00

1360.00

0 30 600-30-60

PROPOSED TAXILANE

STA: 100+75.00

1340.00

1345.00

1350.00

1355.00

1360.00

1340.00

1345.00

1350.00

1355.00

1360.00

0 30 600-30-60

: 1

: 3 2.

: 1

: 3

: 1

: 0 .0

: 1

: 1 2.

: 1

: 0 .0

: 1

: 2 2.

6:1 1.00%1.00% 1.00%

: 1

: 3 2.

: 1

: 0 .0

: 1

: 1 2.

: 1

: 0 .0

: 1

: 2 2.

6:1 1.00%1.00% 1.00%

: 1

: 3 1.

: 1

: 3

: 1

: 0 .0

: 1

: 1 2.

: 1

: 0 .0

: 1

: 2 2.

6:1 1.00%1.00% 1.00%

: 1

: 3 0.

: 1

: 0 .0

: 1

: 1 2.

: 1

: 0 .0

: 1

: 2 2.

6:1 1.00%1.00% 1.00%5.00%

5.00%

Fi le

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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 Apr 26, 2025.