3" SCH 40 PVC CONDUIT W/3-1 CONDUCTORMODIFIED DURING CONSTRUCTION.
DAY QUANTITIES MAY CHANGE AS THE PROJECTS CONSTRUCTION TRAFFIC CONTROL IS
SUGGESTED CONSTRUCTRUCTION 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
60 CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAYS PAY
CONTROL TECHNICIAN OR TRAFFIC CONTROL SUPERVISOR.
OR THE OKLAHOMA TRAFFIC ENGINEERING ASSOCIATION (OTEA) AS A TRAFFIC
CERTIFICATION FROM HE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA)
DETERMINED BY THE ENGINEER. THIS PERSON SHALL HOLD A CURRENT
THE CONTRACTOR SHALL PROVIDE A PERSON TO BE ON 24 HOUR CALL AS NEEDED AS
TRAFFIC CONTROL IS A LUMP SUM PAY ITEM.)
NON-DAYLIGHT HOURS. (NOTE FOR CONSULTANT OR DESIGNER: THIS NOTE SHALL BE USED WHEN
DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING
ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE "A" LIGHTS IN THE STANDARD
COMPLETION OF THE PROJECT.
NECESSARY CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR
BE PAYMENT IN FULL FOR THE INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL
COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL
CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT EDITION), AND
PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH
ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO CONSTRUCTION
ENGINEER. FOOTINGS TO BECOME THE PROPERTY OF THE CONTRACTOR.
THE REMOVAL OF ALL FOOTINGS BELOW GROUND LEVEL OR AS DIRECTED BY THE
THE JOB SITE AS DIRECTED BY THE ENGINEER. THE PRICE BID SHALL INCLUDE
CONTRACTOR SHALL NEATLY STACK SUCH REMOVED MATERIAL AT A LOCATION ON
ALL SIGNS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE
SPECIAL NOTES
(SP-1)
(SP-2)
(SP-3)
(SP-4)
(SP-5)
(SP-6)
WORK.
ADDITIONAL SOIL. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER ITEMS OF
REQUIRED, THE RESIDENT ENGINEER WILL DESIGNATE AN AREA TO OBTAIN
ABOVE GROUND LINE SHALL BE NO MORE THAN 2". SHOULD ADDITIONAL SOIL BE
ABOVE FOOTING/GROUND LINE SHALL BE 1 3/4" + 1/4". MAXIMUM FOOTING PROJECTION
FOR NEW OR EXISTING GROUND MOUNTED SIGNS, MAXIMUM STUB POST PROJECTION
(SP-7)
CONTROLLER HAS ALREADY BEEN REPLACED.
THE ECONOLITE ASC/3-2100 ON 45TH ST. OR APPROVED EQUIVALENT UNLESS THE
CONTRACTOR SHALL REPLACE EXISTING CONTROLLER ON HARDESTY TO MATCH
(SP-8)IS PROGRAMMED. CONTACT ODOT DESIGN ENGINEER TO COORDINATE.
BOTH ODOT & THE CITY OF SHAWNEE SHALL BE PRESENT WHEN THE SIGNAL TIMING
(SP-9)
BY THE ENGINEER.
THAT APPROACH. THE DETERMINATION OF THE AMOUNT OF LEAD TIME IS TO BE APPROVED
BEFORE THE AMBER INDICATION AND END WITH THE END OF THE RED INDICATION FOR
TRAFFIC SIGNAL CONTROLLERS AT THE SAME INTERSECTIONS, SO AS TO BE ACTIVATED
ALL SIGNS ARE TO BE CONNECTED TO AND DYNAMICALLY CONTROLLED BY THE EXISTING
(SP-10) THIS PAY ITEM TO BE USED AS REQUIRED BY THE ENGINEER.
STEEL FOR THE ASSEMBLY FOOTING AS WELL AS THE 4" GALVANIZED STEEL PIPE.
INCLUDED WITH THIS PAY ITEM SHALL BE THE STRUCTURAL CONCRETE AND REINFORCING
TRAFFIC GENERAL CONSTRUCTION NOTES
OPERATING WITHOUT A REFLECTOR.
AT THE TIME THAT THE ORDER IS PLACED. L E D HEADS SHALL BE CAPABLE OF
VEHICLE TRAFFIC CONTROL SIGNAL HEAD (V T C S H) STANDARDS IN EFFECT
AND ALL ASSOCIATED MATERIAL AND EQUIPMENT SHALL CONFORM TO I.T.E.
L E D SIGNAL HEADS, TYPE S-22.THE L E D TRAFFIC MODULES, LENSES
THIS PROJECT SHALL INCLUDE SIXTEEN (16) YELLOW 1 WAY 1 SECTION ADJUSTABLE
POLE BASETYPE II
FLASHER CONTROLLER
POLE MOUNTED
Dimensions are in
LENGTH SERIES/SIZE
SIGN AREA
18" 30.8" 18.1"
4'-0"
13.5"
6"C
3"
6"C
3"
6"C
3"
6"C
20.6"
LETTER POSITIONS (X)
SIGN DETAIL
TYPE:
TYPE:
COLOR:
COLOR:
MOUNTING
BACKGROUND
LEGEND/BORDER
WIDTH x HGHT.
SIGN NUMBER
CORNER RADIUS
BORDER WIDTH
SYMBOL X Y WID HT
1:30
inches.tenths Letter locations are panel edge to lower left corner
Special Sign 1
4'-0" x 4'-0"
0"
0"
Ground
Reflective
Yellow
Reflective
Black
16 Sq.Ft.
R
27.5
E
31.9
D
36 11.8
C 2000
S
22
I
26.4
G
28.4
N
33
A
37.2
L
41.9 22.9
C 2000
W
24.7
H
30.1
E
34.8
N
38.9 17.5
C 2000
F
18
L
21.9
A
25.4
S
29.7
H
34.1
I
38.8
N
41
G
45.5 30.8
C 2000
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
JF
6/14
6/14
6/14
AA
JF
AT01
& NOTES
SUMMARY OF PAY QUANTITIES
POTTAWATOMIE
3
US-270
TYPICAL SERVICE AND SIGN POLE
BLACK
RED
WHITE
SIGNAL
BOTTOM
SIGNAL
TOP
BLACK
WHITE
20 AMP
CIRCUIT BREAKER
POLE MOUNTED
SIGN S1-1 AND FLASHER
PULL BOX SIZE III
EXISTING SERVICE POLE
SOURCE
POWER
TRAFFIC CONSTRUCTION PAY QUANTITY NOTES
(TS-34)
WILL BE IN CONFLICT WITH THE NEW ROADWAY OR NEW SIGNAGE.
REPLACED BY NEW ASSEMBLIES AND THE REMOVAL OF ANY EXISTING SIGNS THAT
INCLUDED IN THIS PAY ITEM IS THE REMOVAL OF ANY EXISTING SIGNS TO BE
(TC-84)
(TC-25)
TAMPED AND SHAPED IN A MANNER APPROVED BY THE RESIDENT ENGINEER.
AFTER REMOVAL OF ANY SIGN FOOTINGS, THE HOLES SHALL BE FILLED WITH SOIL AND
CAUSED DURING REMOVAL OF SIGNS, AND SIGN POSTS.
DAMAGE OF MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
REUSE. CARE SHALL BE TAKEN DURING REMOVAL AND TRANSPORTING TO ALLEVIATE
ALL SIGNS SHALL BE REMOVED FROM THE POSTS IN A SALVAGEABLE MANNER FOR
BE DETERMINDED BY FIELD SURVEY BY THE CONTRACTOR.
POST LENGTHS SHOWN ON SIGN SUMMARY ARE APPROXIMATE, EXACT LENGTH SHALL
FOR TEMPORARY TRAFFIC CONTROL DEVICES".
ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL MEET ODOT'S, "QUALITY STANDARDS
WILL BE MADE FOR THE DISPOSAL OF THIS MATERIAL.
PROJECT AND DISPOSED OF IN AN AREA APPROVED BY THE ENGINEER. NO PAYMENT
PROPERTY OF THE CONTRACTOR, AND SHALL BE REMOVED FROM THE LIMITS OF THE
ALL BROKEN CONCRETE, WASTE MATERIAL, AND DEBRIS SHALL BECOME THE
ENGINEER DIVISION AT (405) 521-2861.
RELOCATIONS WILL BE MADE WITHOUT FIRST CONSULTING WITH THE CHIEF TRAFFIC
ADJUSTED FOR EXISTING FIELD CONDITIONS, BUT NO MAJOR ALTERATIONS OR
SYMBOLS AND LEGENDS ARE DIAGRAMMATIC ONLY AND LOCATIONS SHALL BE
MAINTENANCE OF LOCAL AND THROUGH TRAFFIC.
LOCAL AND THROUGH TRAFFIC. SEE O.D.O.T. STANDARDS AND DETAIL DRAWINGS FOR
THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING ROAD TO
OR THE LOCAL COUNTY CLERKS OFFICE.
THE "OKIE" NOTIFICATION CENTER 811 OR 1-800-522-6543 OR WWW.CALLOKIE.COM
IN THE AREA OF CONSTRUCTION LISTED WITH THE FOLLOWING AGENCIES:
CONTRACTOR SHALL CALL FOR A LIST OF ALL UNDERGROUND FACILITIES REGISTERED
DIGGING, TRENCHING, BORING, ETC.... PRIOR TO DIGGING NEAR THE UTILITIES, THE
EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA AS A RESULT OF HIS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE MAY INFLICT TO THE
THESE OPERATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OCCURRING DURING
THE ITEMS THAT ARE TO BE REMOVED AND/OR RESET SHALL BE HANDLED WITH CARE.
ENGINEER SHALL BE NOTIFIED.
CONFLICTS WITH OTHER SIGNS, UTILITIES OR OTHER ROADWAY FEATURES, THE
VISIBILITY TO THE ONCOMING/APPROACHING MOTORIST. IF A PROPOSED LOCATION
WITH DEPARTMENT STANDARDS AND THE MUTCD IN ORDER TO PROVIDE OPTIMUM
DETERMINED BY THE CONTRACTOR SO THAT THE SIGN IS INSTALLED IN ACCORDANCE
SHEETS, ARE APPROXIMATE. EXACT STATIONS AND LOCATIONS SHALL BE
THE STATIONS AND LOCATIONS OF THE SIGN PLACEMENT, AS SHOWN ON THE PLAN
INSTALLING THIS SIGN IN ACCORDANCE WITH STANDARD RWFS1-1-(LATEST REVISION).
CAST ALUMINUM BASE AND COLLAR AND ALL HARDWARE ASSOCIATED WITH PROPERLY
PRICE BID FOR THIS ITEM SHALL INCLUDE ALL COST FOR THE SQUARE PEDESTAL
THE CONTROLLERS IN ACCORDANCE WITH STANDARD RWSF1-1-(LATEST REVISION).
CONTROLLERS (TYPE II) AND ALL HARDWARE ASSOCIATED WITH PROPERLY INSTALLING
PRICE BID FOR THIS ITEM SHALL INCLUDE ALL COST FOR THE SOLID STATE FLASHER
THE ENGINEER. FOOTINGS TO BECOME THE PROPERTY OF THE CONTRACTOR.
INCLUDE THE REMOVAL OF ALL FOOTINGS BELOW GROUND LEVEL OR AS DIRECTED BY
LOCATION ON THE JOB SITE AS DIRECTED BY THE ENGINEER. THE PRICE BID SHALL
CONTRACTOR. THE CONTRACTOR SHALL NEATLY STACK SUCH REMOVED MATERIAL AT A
ALL TRAFFIC SIGNAL EQUIPMENT REMOVED SHALL BECOME THE PROPERTY OF THE
APPROVAL.
CERTIFICATION SHALL INCLUDE TEST RESULTS ON THE MATERIAL SUBMITTED FOR
ODOT STANDARD SPECIFICATIONS, LATEST EDITION, SUBSECTION 106.04. THE
THE MANUFACTURER SHALL FURNISH A TYPE 'A' CERTIFICATION IN ACCORDANCE WITH
REQUIREMENTS FOR TYPE VIII SHEETING.
YELLOW SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION)
ALL WARNING SIGNS SHALL HAVE FLUORESCENT YELLOW SHEETING. THE FLUORESCENT
TYPE III SHEETING.
SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION) FOR
ALL REGULATORY SIGNS SHALL HAVE HIGH INTENSITY SHEETING. THE HIGH INTENSITY
(SP-11) ALL SIGNS SHALL BE OFFSET SEVEN(7) FEET FROM THE EDGE OF PAVEMENT.
#10 AWG TRENCHED
1
132430(04)
UPDATE PAY QUANTITIES & NOTES
UPDATED JP NUMBER,8/5/16
1
1
1
(SP-12)
ANCHOR BOLTS ARE INCLUDED IN THE PAY ITEM FOR THE REGULATORY OR WARNING SIGN ASSEMBLY.
SHALL BE ATTACHED ACCORDING TO THE BASE PLATE DESIGN ON SHEET T004. BASE PLATE &
THE TWO SIGNS FOR HARDESTY RD THAT ARE TO BE ATTACHED TO THE MEDIAN BARRIER WALL 1
(SP-13)1
ATTACHED TO THE MEDIAN BARRIER.
ALL JOINTS IN THE CONDUIT MUST BE WATERPROOF SEALED. THE CONDUIT SHALL BE SECURELY
THE CONDUIT SHALL EXTEND INTO THE SIGN PIPE TW0(2) INCHES PAST THE TOP OF THE BASE PLATE.
1
1
KEY:
SIGN
SIGNAL
SPECIA
L SIG
N
NOTE TO SCALE
45TH
US-177
US-177
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
JF
6/14
6/14
6/14
AA
JF
SIGNAL PLAN
T001
(US-177 & 45TH)
POTTAWATOMIE
3
US-270
580'
580'
SPECIA
L SIG
N
1
32430 1
UPDATED JP NUMBER & LENGTH
1
1
8/5/16
580'
580'
SPECIAL SIGN
SPECIAL SIGN
KEY:
SIGN
SIGNAL
NOTE TO SCALE
US-177
HARDESTY
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
JF
6/14
6/14
6/14
AA
JF
SIGNAL PLAN
T002
(US-177 & HARDESTY)
POTTAWATOMIE
3
US-270
1
132430
1
1
1
1
UPDATED SIGNS & LENGTH
UPDATED JP NUMBER8/5/16
FIELD CONDITIONS AND THE JUDGEMENT OF THE ENGINEER.
REVISION). ACTUAL LENGTH SHALL BE DETERMINED BY
BUFFER,SEE STANDARD DRAWING TCS2-1-(LATEST
FOR GUIDELINES ON SETTING THE LENGTH OF THIS
TO EVACUATE THE WORK AREA,SHOULD BE PROVIDED.
A LONGITUDINAL BUFFER AREA,TO ALLOW WORKERS TIME
NOTE 3
500' 500' 500'
W3-4
WORK AREA
OR DRUMS.
100 FEET FOR TYPE II BARRICADES, VERTICAL PANELS
FOR CHANNELIZER CONES, SPACING SHALL NOT EXCEED
CHANNELIZERS. SPACING SHALL NOT EXCEED 75 FEET
SHALL NOT EXCEED 50 FEET FOR CONES OR TUBE
(M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING
(FEET) SHALL BE TWICE THE POSTED SPEED LIMIT
MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES
NOTE 1
BE PLACED THRU THIS AREA.
A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL
NOTE 2
W21-5
AH
EA
D
WO
RK
RO
AD
1500 F
T
WO
RK
RO
AD
W20-1(1,5
00 F
T)
SH
OULDER
WORK
KEY:
SIGN
WORK AREA
SHADOW VEHICLE
TRUCK MOUNTED ATTENUATOR
DRUM
CHANNELIZING CONE
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 4
DRAWING TCS2-1-(LATEST REVISION).
AND SPACING OF CHANNELIZING DEVICES, SEE STANDARD
FOR ADDITIONAL INFORMATION ABOUT TAPER LENGTHS
NOTE 1
G20-2
A
RO
AD W
OR
K
END
NOTE 3
NOTE 4
NOTE 2
LEFT
RIG
HT
CS-16
CS-17
CS-18
500'500'500'
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
(04)
JF
6/14
6/14
6/14
AA
JF
T003
NOTE TO SCALE
ARE PRESENT
WHEN W
ORKERS
FINES DOUBLE
WORK Z
ONE
TRAFFIC CONTROL DETAIL
POTTAWATOMIE
3
US-270
PPLLEEAASSEE
IINN WWOORRKK ZZOONNEE
SSTTAAYY AALLEERRTT*
*
IN=0.75"
TH=0.75"
R=1.5"
BORDER 5.2" 37.6" 5.2"
3.5"
5" B
2.5"
12"
2.5"
5" C
2.6"1"
4'-0"
3.9"
6" B
4"
RED (TRANSPARENT)
WHITE (REFLECTORIZED)
FLUORESCENT YELLOW (REFLECTORIZED)
FLUORESCENT ORANGE (REFLECTORIZED)
BACKGROUND:
BLACK (NON-REFLECTORIZED)
LEGEND, SYMBOL AND BORDER
COLOR:
4'-0"
PPLLEEAASSEE
IINN WW
OORRKK ZZOO
NNEE
SSTTAA
YY AA
LLEERRTT
1 UPDATED JP NUMBER
132430
8/5/16
(04)
JF
8/16
8/16
8/16
32430
AA
JF
T004
POTTAWATOMIE
3
US-270
1
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
ADDED SHEET 8/5/16
BASE PLATE DESIGN
''-1/2
10
ANCHOR BOLTS
(4) 3/4" DIA.
WITH 1/4" FILLET WELD (TYP.)
(2) 1/2" X 5-1/4" X 2-1/8" BASE PLATE
GALV. STEEL PIPE
4" DIA. SCH 40
GROOVE WELD
IN THE PLATE
2" DIA. HOLE
1-1/2" X 6" X 10-1/2" BASE PLATE
BASE PLATE DETAIL
SHAWNEE, OK
HARDESTY RD. AND US-177
AUG 15, 2016
EXISTING MEDIAN BARRIER
LOCATION)
(APPROXIMATE
BARRIER (TYP.)
BARS IN MEDIAN
EXISTING REINFORCING
ME
DIA
N B
AR
RIE
R
EM
BE
DM
EN
T I
NT
O
MIN. D
OW
EL
''41
11 BY M
AN
UF
AC
TU
RE
R
OR A
S R
EQ
UIR
ED
See D
etail 'A'
2" ASTM F1554, GRADE 55
GALV. HEX ANCHOR BOLTS
(4) 3/4" DIA. DOUBLE NUT
SHEET T-212)
(SEE ODOT STANDARD
GALV. STEEL PIPE
4" DIA. SCH 40
BA
RRIE
R
CO
NC
RE
TE
TO T
OP O
F
TO
P P
LA
TE
BO
TT
OM O
F
2" F
RO
M
ASSEMBLY (TYP.)
(2) NUTS & (1) WASHER
1-1/2" BASE PLATE
1/2" BASE PLATE
ASSEMBLY (TYP.)
(1) NUT & (1) WASHER
DETAIL 'A'
MA
X. 3/4
"
45^
TYP.
GALVANIZING.
2. ALL WELDING TO BE PERFORMED BEFORE
1. WELDING IN COMPLIANCE WITH AWS D1.1
WELDING NOTES
DETAIL 'B'
TYP.
''21 1
''415
6''
41
''16
7
''83
''211
''81
2''
1611
0001-32430(04)- TITLE AT01-32430(04)-SUMMARY OF PAY QUANTITIES & NOTES 1 PQ
T001-32430(04)-SIGNAL PLAN (US-177 & 45TH) 2 PLAN SHEET 45TH
T002-32430(04)-SIGNAL PLAN (US-177 & HARDESTY) 3 PLAN SHEET HARDESTY
T003-32430(04)- TRAFFIC CONTROL DETAIL 4 TCD
T004-32430(04)- BASE PLATE DESIGN 5 MEDIAN BARRIER DESIGN