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\\App-mdl01-345\ics4pdf\4785\75245_2\0001_TITLE.dgn
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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