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+2% -2%

PRES. R/W

R/W

R/W

STATE HIGHWAY

STATE OF OKLAHOMA

DEPARTMENT OF TRANSPORTATION

PLAN OF PROPOSED

THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, 2010.

2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GOVERN, APPROVED BY

RIGHT-OF-WAY FENCE

CONTROLLED ACCESS

RIGHT-OF-WAY LINES - NEW

RIGHT-OF-WAY LINES - EXISTING

DRAINAGE STRUCTURES - NEW

DRAINAGE STRUCTURES - IN PLACE

OILWELL

BUILDINGS

TELEPHONE & TELEGRAPH

POWER LINES

GRADE LINES

BASE LINE

EXISTING ROADS

FENCES

GROUND LINE

SECTION LINES

QUARTER SECTION LINES

RANGE & TOWNSHIP

RAILROADS

PROPOSED ROAD

P.E. N

O : X

XX

XX(0

1)

CONVENTIONAL SYMBOLS

DEPARTMENT OF TRANSPORTATION

DEPARTMENT OF TRANSPORTATION

OKLAHOMA

FEDERAL HIGHWAY ADMINISTRATION

DATE APPROVED

BYBY

DATE APPROVED

CHIEF ENGINEER DIVISION ADMINISTRATOR

COUNTY HIGHWAY SHEET NO.

SWO PROJECT NO.

DATEREVISIONSDESCRIPTION

OKLA.

FED. ROAD

DIST. NO.STATE

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SHEET NUMBER SHEET DESCRIPTION

INDEX OF SHEETS

STANDARDS TO BE INCLUDED

TRAFFIC

0001US-177 & SH-51

DATE

TRAFFIC ENGINEERING DIVISION

OKLAHOMA DEPARTMENT OF TRANSPORTATION

PREPARED BY:

25181LIC

ENSE

D

PROFES

SIO

OHALKO

AHMAD

TAREK

MAAROUF

NAL

EN

GIN

EE

R

AM

OKLA. REG. NO. 25181

TRAFFIC CONTROL DETAIL (LOCATIONS A,B)

SUMMARY SHEET PAYNE COUNTY

SUMMARY SHEET NOBLE COUNTY

SUMMARY OF PAY QUANTITIES & NOTES (TRAFFIC)

TITLE SHEET

T003

T002

T001

AT01

0001

NOBLE & PAYNE COUNTIES

US-177. SH-51

CONTROL SECTION NO. : 177-52-24,51-60-20

STATE JOB NO. 32799(04)

HSIPG-252F(035)TR

40

270

8

CALUMET

40

270

8

77

11

177

17777

77

60

81

35

11

11

11

A

74

11

156

15

15

81

64

60

132

132

132

81

81

64

51

45

132

412

177

177

33

33

3333

74

74

74E

D

74

64

64

77

77

77

74C

51

51

51

C

86

35

164

15

51

108

81

152

92

4

4

66

4040 BUS

3

270

8

66

35

44

3240

62

270

74

18

105

37

40

74

81

MANCHESTER

WAKITA

RENFROW

MEDFORD

JEFFERSON

POND CREEKNASH

DEERCREEK

LAMONT

BRAMAN

NEWKIRK

KILDALE

HARDY

KAW CITY

PONCA

CITY

TONKAWA

BLACKWELL

BILLINGS

MARLAND

RED

ROCK

MORRISON

SUMNER

MERIDAN

LANGSTON

COYLE

GUTHRIECEDAR

VALLEY

CIMMARRON

CITY

CRESCENT

LOVELL

MULHALL

ORLANDO

MARSHALL

OKARCHE

KINGFISHER

LOYAL DOVER

CASHION

HENNESSEY

GLENCO

YALE

RIPLEYCUSHING

PERKINS

STILLWATER

HILLSDALE

KREMLIN

HUNTER

GARBER

COVINGTON

DOUGLAS

FAIRMONT

WAUKOMIS

DRUMOND

ENID

BRECKINRIDGE

NORTH

ENID

CARRIER

CALUMET

EL RENO

UNION

CITY

MUSTANG

YUKON

PIEDMONT

OKLAHOMA

CITY

77

11

177

17777

77

60

81

35

11

11

11

A

74

11

156

15

15

81

64

60

132

132

132

81

64

51

45

132

412 412

177

177

33

33

3333

74

74

74E

D

74

64

64

77

77

77

74C

51

51

51

C

86

35

164

15

51

108

81

152

92

4

4

66

4040 BUS

3

270

8

66

44

3240

62

74

18

105

37

F

81

PERRY

VILLAGE

HARRAH

EDMOND

WARR

BETHANY CHOCTAW

MIDWEST

CITY

ACRES

35

40

235

77

152

LUTHER

JONES

64

177

270

152

35

MORRISON

GLENCO

108

62

99

77H

270

62

HARRAH

KINGFISHER

GARFIELD

CANADIAN

LOGAN

GRANT

OKLAHOMA

PAYNE

NOBLE

KAY

240

62

18177

51-60-20

CONTROL SECTION

B

177-52-24

CONTROL SECTION

A

PROJECT NO. HSIPG-252F(035)TR

2016 1 54

PROJECT NO.

HSIPG-252F(035)TR

TCS11-1-01

TCS7-1-02

TCS5-1-00

TCS2-1-00

TCS1-1-01

RS2-2-00

PM3-1-02

MULTI COUNTIES

LOCATION MAP

OK

LA

HO

MA D

EP

AR

TM

EN

T O

F T

RA

NSP

OR

TA

TIO

N

PR

OJE

CT E

NGIN

EE

R:

CH

EC

KE

D B

Y:

TA

RE

K A.

MA

AR

OU

FE

NGIN

EE

R M

AN

AG

ER:

TA

RE

K A.

MA

AR

OU

F

EN

GIN

EE

R I

NT

ER

N:

SQ

UA

D M

EM

BE

RS:

SQ

UA

D S

UP

ER

VIS

OR:

K. D

EN

DE

RIN

G

G. F

AD

EL

B. A

BR

AH

AM

J. F

OX, A. P

OL

AC

H, T. S

HIE

LD

S

CENTER LINE RUMBLE STRIP AND PAVEMENT MARKING

1

08-30-16

1

REV. PROJECT DESCRIPTION 08-30-16

PAVEMENT MARKINGS WITHIN A TIMELY MANNER, NO PAVEMENT MARKINGS SHOULD BE REMOVED.

INSTALLED. IF INCLEMENT WEATHER OR OTHER CONDITIONS PROHIBIT THE INSTALLATION OF NEW

PERIOD NOT TO EXCEED 48 HOURS, AT WHICH TIME NEW PERMANENT PAVEMENT MARKINGS SHALL BE

CONFORM WITH ODOT STANDARDS AND SPECIFICATIONS SHALL BE INSTALLED AND MAINTAINED FOR A

A LOCATION WHERE PRIOR REMOVAL IS NOT NECESSARY; TEMPORARY PAVEMENT MARKINGS THAT

MARKINGS ARE REMOVED OR INSTALLATION OF PERMANENT PAVEMENT MARKINGS IS REQUIRED IN

IF UNABLE TO INSTALL PERMANENT PAVEMENT MARKINGS IMMEDIATELY AFTER EXISTING PAVEMENT

(TC-25)

(TC-70)

(TC-76)

(TC-77)

(TC-84)

(TC-85)

ENGINEER.

THIS ITEM IS AN ESTIMATED QUANTITY TO BE USED AS DEEMED NECESSARY BY THE

TEMPORARY ROADSIDE HAZARDS.

THE ENGINEER ON SHADOW VEHICLES PROTECTING THE WORK AREAS AND

TO BE USED WHERE SHOWN IN THE STANDARD DRAWINGS OR AT THE DISCRETION OF

MANDATORY AND OPTIONAL TESTS LISTED IN NCHRP 350, TL-3 CRITERIA. THIS ITEM IS

ANY TRUCK MOUNTED ATTENUATOR USED ON THIS PROJECT SHALL HAVE PASSED ALL

THESE TRUCKS SHALL ALSO BE EQUIPPED WITH AN ARROW DISPLAY (TYPE B).

TRUCKS HAVING A MINIMUM GROSS WEIGHT RATING OF 15,000 POUNDS. EACH OF

TRUCK MOUNTED ATTENUATORS ARE TO BE INSTALLED ON NON-STATE OWNED

http://www.okladot.state.ok.us/traffic/qpl/index.php

THE OKLAHOMA DEPARTMENT OF TRANSPORTATION WEBSITE AT:

APPROVED CHANGEABLE MESSAGE SIGNS. FOR A LIST OF THE APPROVED SIGNS GO TO

THESE SIGNS MUST BE ON THE OKLAHOMA DEPARTMENT OF TRANSPORTATION LIST OF

EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD DRAWINGS.

CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT

INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH

ACCORDING TO CONSTRUCTION PLANS. CONSTRUCTION TRAFFIC CONTROL WILL BE

LIMITS OF CONSTRUCTION. ALL CONSTRUCTION SIGNING WILL BE IMPLEMENTED

SHALL BE RESPONSIBLE FOR PROPER BARRICADES, LIGHTS, AND SIGNING WITHIN THE

EXISTING ROADWAY SHALL REMAIN OPEN DURING CONSTRUCTION. THE CONTRACTOR

ALL TIMES.

STREETS. A MINIMUM OF ONE LANE IN EACH DIRECTION SHALL BE MAINTAINED AT

THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING TRAFFIC ON CROSS

INSTALLATION OF FINAL STRIPING.

ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO THE

PAVEMENT MARKINGS ARE REMOVED FROM ANY ROADWAY OPEN TO TRAFFIC. ALSO,

TEMPORARY PAVEMENT MARKINGS SHALL BE IN PLACE THE SAME DAY THAT EXISTING

PAINT OR NON-REMOVABLE MARKING TAPE.

AND SYMBOLS, AS SHOWN IN THE PLANS. THESE ITEMS MAY CONSIST OF PLASTIC,

MARKING REMOVAL SHALL INCLUDE THE COST OF REMOVING STRIPE, ARROWS, WORDS

NECESSARY, SHALL BE DETERMINED BY THE ENGINEER. PRICE BID FOR PAVEMENT

AMOUNT SHOWN IS AN APPROXIMATION AND THE ACTUAL AMOUNT OF REMOVAL, IF(TC-22)

(TC-75)

(SP-1)

BY THE ENGINEER.

PORTABLE CHANGEABLE MESSAGE SIGN TO BE PLACED WHERE DEEMED NECESSARY

TRAFFIC GENERAL CONSTRUCTION NOTES

SPECIAL PAY QANTITY NOTES

TRAFFIC PAY QANTITY NOTES

TRAFFIC CONTROL SUPERVISOR.

TRAFFIC ENGINEERING ASSOCIATION (OETA) AS A TRAFFIC CONTROL TECHNICIAN OR

FROM THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA) OR THE OKLAHOMA

DETERMINED Y THE ENGINEER. THIS PERSON SHALL HOLD A CURRENT CERTIFICATION

THE CONTCRACTOR SHALL PROVIDE A PERSON TO BE ON 24 HOUR CALL AS NEEDED AS

REPLACING ANY DEVICES DURING CONSTRUCTION.

THE TEMPORARY TRAFFIC CONTROL DEVICES, AND SHALL BE RESPONSIBLE FOR REPAIRING OR

HEIGHT OF 36 INCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF

TEMPORARY TRAFFIC CONTROL DEVICES." CHANNELIZING DEVICES SHALL HAVE A MINIMUM

ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL MEET ODOT'S "QUALITY STANDARDS FOR

(TC-13)

(TC-14)

SIGNING & STRIPING QANTITY NOTES

(TS-24)

IS MODIFIED DURING CONSTRUCTION.

DAY QUANTITIES MAY CHANGE AS THE PROJECT'S CONSTRUCTION TRAFFIC CONTROL

SUGGESTED CONSTRUCTION SEQUENCE FOR THIS PROJECT. THESE ESTIMATED SIGN

IS AN ESTIMATED QUANTITY ONLY, BASED ON THE CURRENT O.D.O.T. STANDARDS AND

ITEMS. THE AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY ITEMS

15 CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAY PAY

CONFLICTING STRIPING.

A PART, OR ALL, OF THIS ITEM IS INTENDED FOR REPLACEMENT OF REMOVED EXISTING

FINAL PAVEMENT MARKING.

(LATEST REVISION). A PART, OR ALL, OF THE QUANTITY SHOWN IS TO BE USED AS

SEE STANDARD DRAWING PM1-1, PM2-1, PM3-1, PM4-1, PM5-1, PM6-1, PM7-1, PM8-1

(TC-52)

NON-DAYLIGHT HOURS.

STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING

ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE ‘A’ LIGHTS IN THE

COMPLETION OF THE PROJECT.

CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR

INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY

DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE

DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD

ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN

ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO

TMS

8/16

8/16

8/16

32799

KCD

TMS

AT01

QUANTITIES & NOTES

SUMMARY OF PAY

4

TAREK MAAROUF

THE LINEAR FOOT OF FOUR INCH (4”) WIDE TRAFFIC STRIPE.

141,374L.F. TRAFFIC STRIPE(MULTI-POLYMER)(YELLOW) AND WILL BE MEASURED BY

QUANTITY SHOWN INCLUDES 0L.F. TRAFFIC STRIPE(MULTI-POLYMER)(WHITE) AND

(04)

(TRAFFIC)

THEY ARE IN GOOD WORKING CONDITION, PRIOR TO PLACEMENT ON THE PROJECT.

BY THE OKLAHOMA DEPARTMENT OF TRANSPORTATION, TO ASSURE THAT

PLACED ON THIS PROJECT SHALL BE SUBJECT TO INSPECTION AND APPROVAL,

ANY USED TRUCK MOUNTED ATTENUATOR, AND CHANGEABLE MESSAGE SIGN TO BE

JOB PIECE NO.

Design

Drawn

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

Checked

TRAFFIC ENGINEERING

DIVISION

MULTIPLE COUNTIES

(SP-2)

MARKING WHEN REQUIRED AFTER STRIPE REMOVAL. SEE BOX NOTE ON THIS SHEET.

INCLUDED WITH THIS PAY ITEM IS THE INSTALLATION OF ANY TEMPORARY PAVEMENT

(04)

TMS

8/16

8/16

8/16

32799

KCD

TMS

T001

NOBLE COUNTY

SUMMARY SHEET

4

TAREK MAAROUF

77

156

177

64

64

77

7786

35

15

BILLINGS

MARLAND

RED

ROCK

MORRISON

SUMNER

77

156

412

177

64

64

77

7786

35

15

PERRY

177

MORRISON 108

NOBLE

177-52-24

CONTROL SECTION

A

SH-15 WEST, IN NOBLE COUNTY.

US-64 EXTENDING NORTH APPROXIMATELY 4.49 MILES TO THE JUNCTION OF US-177 AND

US-177: STARTING APPROXIMATELY 7.50 MILES NORTH OF THE JUNCTION OF US-177 AND

NOT TO SCALE

177-52-24

A

TOTAL LENGTH - 4.49 MILES

JOB PIECE NO.

Design

Drawn

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

Checked

TRAFFIC ENGINEERING

DIVISION

NOBLE COUNTY/ US-177

(04)

TMS

8/16

8/16

8/16

32799

KCD

TMS

T002

PAYNE COUNTY

SUMMARY SHEET

4

TAREK MAAROUF

B

NOT TO SCALE

TOTAL LENGTH - 8.97 MILES

51-60-20

177

33

C

86

51

108

18

COYLE

GLENCO

YALE

RIPLEYCUSHING

PERKINS

STILLWATER

33

51

51

86

51

GLENCO

108

99

PAYNE

18177

51-60-20

CONTROL SECTION

B

JOB PIECE NO.

Design

Drawn

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

Checked

TRAFFIC ENGINEERING

DIVISION

PAYNE COUNTY/ SH-51

JUNCTION OF SH-51 AND SH-18, IN PAYNE COUNTY.

SH-51, IN THE CITY OF STILLWATER, EXTENDING EAST APPROXIMATELY 8.97 MILES TO THE

SH-51: STARTING FROM APPROXIMATELY 7.00 MILES EAST OF THE JUNCTION OF US-177 AND

(04)

TMS

8/16

8/16

8/16

32799

KCD

TMS

T003

ROAD TYPE

URBAN (LOW SPEED)

URBAN (HIGH SPEED)

RURAL

EXPRESSWAY / FREEWAY

200 200 200

350 350 350

500 500 500

1,000 1,600 2,600

A (FT) B (FT) C (FT)

RECOMMENDED DISTANCE BETWEEN SIGNS (MIN.)

WORK AREA

WORK AREA

NOTE 3

5 MILE MAXIMUM

500'500'500'

(1) T

YP

E 'A' LIG

HTS

(1) T

YP

E 'A' LIG

HTS

(1) T

YP

E 'A' LIG

HTS

W3-4

(1)

W20-1(A

HE

AD)

AH

EA

D

WO

RK

RO

AD

SWEEPER TRUCK

TRUCK

PAVEMENT MARKING

1 MILE MAX.

TO S

TO

P

PR

EP

AR

ED

BE

NOTE 1 & 2

NOTE 3

5 MILE MAXIMUM

500' 500' 500'

AH

EA

D

WO

RK

RO

AD

TO S

TO

P

PR

EP

AR

ED

BE

W5-1

NA

RR

OW

S

RO

AD

NA

RR

OW

S

RO

AD

(1) T

YP

E 'A' LIG

HTS

(1) T

YP

E 'A' LIG

HTS

(1) T

YP

E 'A' LIG

HTS

W3-4

(1)

W20-1(A

HE

AD)

W5-1

NOT TO SCALE

KEY:

SIGN

WORK AREA

SHADOW VEHICLE

TRUCK MOUNTED ATTENUATOR

ACTUATED FLASHING OR REVOLVING YELLOW LIGHT.

WORK AREA. THIS VEHICLE SHALL BE EQUIPPED WITH AN

FROM THE ROADWAY WHENEVER WORKERS ARE NOT IN THE

IN THE WORK AREA. THIS VEHICLE SHALL BE REMOVED

WORK AREA SHALL BE IN PLACE WHENEVER WORKERS ARE

THE SHADOW VEHICLE SHOWN AT THE BEGINNING OF THE

NOTE 2

WARNING SIGN AND THE WORK SHOULD NOT EXCEED 2 MILES.

STATIONARY SIGNS, THE DISTANCE BETWEEN THE ADVANCE

WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL TO PLACE

IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS

NOTE 3

APPROVED BY THE ENGINEER.

FLASHING OR REVOLVING YELLOW LIGHT IS USED AND

MAY BE ELIMINATED IF A VEHICLE WITH AN ACTIVATED

OPERATION, CONSTRUCTION SIGNS AND CHANNELIZING DEVICES

FOR WORK REQUIRING 60 MINUTES OR LESS, OR MOBILE

NOTE 1

4

TAREK MAAROUF

(LOCATION A,B)

JOB PIECE NO.

Design

Drawn

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

Checked

TRAFFIC ENGINEERING

DIVISION

MULTIPLE COUNTIES

WITH ARROW BOARDTRUCK MOUNTED ATTENUATOR

TRAFFIC CONTROL DETAIL