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