SYMBOL KEY INDEX OF SHEETS - kdotapp.ksdot.org for processed signs ... either underground or overhead, ... refer to standard alphabet for highway signs and markings symbols should

edwardt

STE Stamp

1 7/23/10

D.B.

D.D.G.

REVISIONS BY APP’DDATENO.

Changed General Notes and Spec Book Date

REMOVE SIGN

REMOVE POST

REMOVE FOOTING

REMOVE SIGN & POST

REMOVE POST & FOOTING

REMOVE SIGN, POST, & FOOTING

MOUNT ON WOOD POST IN CONCRETE FOOTING

MOUNT ON WOOD POST IN SOIL

MOUNT ON STEEL BEAM BREAKAWAY POST

MOUNT ON STEEL U-POST

MOUNT ON EXISTING POST

MOUNT ON VERTICAL SUPPORT

SHOULDER MOUNTED INSTALLATION

OFFSET MOUNTED INSTALLATION

EXISTING SIGN

EXISTING SIGN TO BE OVERLAID

TYPE ’A’ DELINEATOR (RIGID)

SIGN IS NOT PART OF PROJECT

TYPE ’B’ DELINEATOR (RIGID)

TYPE ’A’ DELINEATOR (FLEXIBLE)

TYPE ’B’ DELINEATOR (FLEXIBLE)

TYPE 2 OBJECT MARKER

TYPE 3 OBJECT MARKER

SYMBOL KEY

POST SPACING & SIGN ANGLE DETAILS

HEIGHT & LATERAL DISTANCE FOR ERECTION

DETAILS FOR PROCESSED SIGNS

DETAILED SIGN SPECIFICATIONS

MOUNTING OF FLAT SHEET SIGNS ON STEEL I-BEAM POSTS

SIGNING INDEX, SYMBOLS, & GENERAL NOTES

PLAN SHEETS (REMOVALS)

POSITIONING OF DELINEATORS AND OBJECT MARKERS (TYPE 2& 3)

DESIGN & MOUNTING DETAILS FOR OBJECT MARKERS (TYPE 2 & 3)

DESIGN & MOUNTING DETAILS FOR DELINEATORS

RECAPITULATION SHEET

QUANTITIES SHEETS (INSTALLATIONS)

QUANTITIES SHEET (DELINEATORS & OBJECT MARKERS)

STANDARD STRUCTURAL SIGN SUPPORTS (WOOD & STEEL POSTS)

MOUNTING OF SIGNS ON WOOD POSTS

DETAILS FOR FLAT SHEET SIGN BLANKS

DETAILS FOR GUIDE SIGN LEGEND

DETAILS FOR GUIDE SIGNS

PLAN SHEETS (INSTALLATIONS)

DETAILS FOR REINFORCED PANELS

MOUNTING OF REINFORCED PANEL SIGNS ON I-BEAM POSTS

INDEX OF SHEETSGENERAL NOTES

MOUNT ON PSST POST WITH COUPLER

MOUNT ON PSST POST WITH COUPLER AND FOOTING

MOUNT ON PSST POST

PROVISIONS.

ROAD AND BRIDGE CONSTRUCTION (2015 EDITION) AND SPECIAL

WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR STATE

THE MATERIALS AND FABRICATION FOR SIGNING AND DELINEATION

PRIOR TO THE PLAQUE BECOMING THE PROPERTY OF KDOT.

REPLACEMENT COST FOR ANY DAMAGE TO A BUSINESS LOGO PLAQUE

THE PROPERTY OF KDOT. THE CONTRACTOR WILL BE ASSESSED A

LOCATION DETERMINED BY KDOT, AT WHICH TIME THE PLAQUES BECOME

HAVE THE BUSINESS LOGO PLAQUES REMOVED AND TRANSPORTED TO

SPECIFIC SERVICE, LOGO, SIGNS THAT ARE TO BE REMOVED SHALL

THE SIGN IS INSTALLED.

FIELD MODIFICATIONS TO THE MOUNTING BOLT PRIOR TO OR AFTER

BEYOND THE SIGN POST. THE CONTRACTOR SHALL NOT MAKE ANY

LENGTH THAT DOES NOT EXTEND MORE THAN A NOMINAL 1 INCH

THE CONTRACTOR SHALL PROVIDE MOUNTING BOLTS THAT ARE OF A

OF A NEW SIGN.

THE REMOVAL AND REPLACEMENT OF A SIGN, OR THE INSTALLATION

SPECIFICATIONS AFTER THE REMOVAL AND RESETTING OF A SIGN,

COMPACTION OF THE BACKFILL SOIL SHALL COMPLY WITH THE

AN EXISTING SIGN POST INSTALLATION SHALL BE PLUMB AND THE

REMOVING OR INSTALLING SIGNS OR SIGN SUPPORTS.

SHALL EXERCISE CARE WHEN WORKING AROUND SHRUBBERY WHILE

DAMAGE TO THE SIGNS, SUPPORTS, OR FOOTINGS. THE CONTRACTOR

THAT ARE TO REMAIN AND WILL BE HELD RESPONSIBLE FOR ANY

EXERCISE CAUTION WHEN WORKING AROUND ANY EXISTING SIGNS

THE ERECTION OF THE SIGN SUPPORT. THE CONTRACTOR SHALL

EXCAVATION, DRILLING, OR DRIVING THE SUPPORT FOOTING AND

THE INSTALLATION OF SIGN SUPPORTS SHALL INCLUDE THE

BE HELD RESPONSIBLE FOR ANY DAMAGE INCURRED TO THE SYSTEM.

UTILITIES EXIST, EITHER UNDERGROUND OR OVERHEAD, AND WILL

INSTALLING SIGN SUPPORTS IN AND AROUND AREAS WHERE

THE CONTRACTOR SHALL EXERCISE CAUTION AT ALL TIMES WHEN

OR AS DETERMINED BY THE ENGINEER.

STANDARDS ARE TO BE REMOVED WHEN THE PROJECT IS COMPLETED

REMOVED, OR DO NOT FOLLOW THE CURRENT MUTCD SIGNING

APPLICABLE. THE EXISTING SIGNS THAT ARE BEING REPLACED,

THE EXISTING SIGNS ARE REMOVED OR THE NEW SIGNING IS

WITH EXISTING SIGNING ARE TO BE COMPLETELY COVERED UNTIL

NEW SIGNS ERECTED ON THE PROJECT WHICH ARE IN CONFLICT

TIME.

OF CONSTRUCTION MAY PROCEED AND BE COMPLETED AT THE SAME

SEQUENCED WITH ANY OTHER CONTRACT WORK SUCH THAT THE PHASES

TRAFFIC SERVICE, THE SIGNING AND DELINEATOR WORK SHALL BE

IN ORDER TO EXPEDITE THE COMPLETION OF THE PROJECT FOR

SUMMARY SHEET (INSTALLATIONS & REMOVALS)

SUMMARY SHEET (REMOVAL & RESET)

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

KANSAS DEPARTMENT OF TRANSPORTATION

TE402 7/23/2010

D.D.G.

S.A.B. D.D.G.

W.S.B.

Steven A. Buckley

AND INDEX

GENERAL NOTES

SIGNING SYMBOL KEY

7/1/03

67 C-4851-01 2018 2 39

W4-2

TYPICAL MARKING FOR AUXILIARY PASSING LANE

TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY

TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY

TWO-WAY LEFT TURN ARROW SPACING DETAIL

TYPICAL TWO LANE MARKINGS

TYPICAL MARKINGS FOR FOUR LANE ROADWAY

TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES

12’

12’

12’

12’

D

4" SOLID YELLOW LINE

6" BROKEN WHITE LANE LINE6" SOLID WHITE EDGELINE

6" BROKEN WHITE LANE LINE 4" SOLID YELLOW LINE SHOULDER LINE

EDGE OF PAVEMENT

6" SOLID WHITE EDGE LINE

4" BROKEN YELLOW LINESHOULDER LINE


EDGE OF PAVEMENT

6" BROKEN WHITE LANE LINE

SHOULDER LINE


EDGE OF PAVEMENT

4" SOLID YELLOW LINE SHOULDER LINE

EDGE OF PAVEMENT


4" BROKEN YELLOW LINE

EDGE OF PAVEMENT



4" SOLID YELLOW DOUBLE LINE

6" BROKEN WHITE LANE LINE SHOULDER LINE


EDGE OF PAVEMENT

SHOULDER LINE


EDGE OF PAVEMENT

EDGE OF PAVEMENT


4" SOLID YELLOW NO PASSING LINE

SHOULDER LINE


6" WHITE EDGE LINE

6" WHITE EDGE LINE


6" SOLID WHITE LANE LINE

6" SOLID WHITE LANE LINE


6" WHITE EDGE LINE


6" WHITE EDGE LINE


W14-3

FOR POSTED SPEEDS ABOVE 40 MPH

POSTED SPEED * 12

DOTTED EXTENSION LINE TAPER LENGTH

NOTE:

A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.

LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET

NOTE:

6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.

ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.

NOTE:

THE SPACING DETAIL.

IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN

NOTE:

ZONE WILL EXTEND 1000’ FROM INTERSECTION.

FOR HIGHWAY JUNCTIONS THE NO PASSING

CROSS ROADS.

ALL PAVEMENT MARKINGS SHALL BE BROKEN AT

NOTE:

D/4

300’ 300’

16’

500’

500’

NOTED ON PLANS

UNLESS OTHERWISE

FOR BROKEN LINES

TYPICAL SPACING

NOTED ON PLANS

UNLESS OTHERWISE

NO PASSING LINES

TYPICAL SPACING FOR

4"

4"

4"

6" SOLID WHITE EDGELINE

(MPH)SPEED X 10 �(FT) SPACING

24’8’

32’

6" DOTTED WHITE EXTENSION LINE6" WHITE LANE DROP LINE

3’ 3’

NOTED ON PLANS.

UNLESS OTHERWISE

FOR LANE DROP.

TYPICAL SPACING

9’

2’ 2’

NOTED ON PLANS.

LINES, UNLESS OTHERWISE

FOR DOTTED EXTENSION

TYPICAL SPACING

4’

3

2

1 7/26/05

9/20/05

5/25/12 B.D.G.

B.D.G.

B.D.G.

B.A.H.

J.F.F.

J.F.F.


Added Dotted Extension and Lane Drop Lines

Removed Aux. Passing Lane Dotted Ext. Line

New FHWA Approval Date

67 C-4851-01 2018 19 39

Varies

Varies

6"

6"

Sh. No. XXX

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE308 5/25/2012

J.F.F.

B.D.G. B.D.G.

J.F.F.

Brian D. Gower

UNDIVIDED ROADWAYS

MARKING DETAILS FOR

TYPICAL PAVEMENT

KD

OT G

raphics C

ertified

KDOT Graphics Certified 06-20-2012

3

2

1 9/20/05

10/20/06

5/25/12 B.D.G.

B.D.G.

B.D.G.

B.A.H.

T.L.H.

J.F.F.


Updated Chart B and Lane Drop Lines

RR Xing Symbol Changed from 18" to 16"

Added 4" Solid Yellow Double Line to RRxing

35 MPH

40 MPH

45 MPH

50 MPH

55 MPH

60 MPH

65 MPH

70 MPH

20’

25’

30’

35’

45’

50’

55’

60’

65’

40’

70’

20 MPH

25 MPH

30 MPH

35 MPH

45 MPH

50 MPH

55 MPH

60 MPH

65 MPH

80’

125’

180’

245’

540’

600’

660’

720’

780’

40 MPH

70 MPH 840’

320’

X L

60

55

50

45

40

35

65

70

30

25

20

20 MPH

25 MPH

30 MPH

RAILROAD CROSSING MARKING

TYPICAL CROSSWALKS

6.6’

20’

6.6’6.6’ 3.3’

SYMBOL

24"

10’ 16’

60’

1.6’

5’

24’

DISTANCE D FROM CHART A

16"

VARIES

6" SOLID WHITE LINE

24"


4" SOLID YELLOW DOUBLE LINE

300’

6" WHITE EDGE LINE



4"

4"

4"

8’

80’

80’

25’ MIN

8’

8’

L

TYPE I

CHART "B" CHART "C"

MPH

SPEED

CHART "A"

SPEED

APPROACH

SPEED

APPROACH

(feet)

D

DISTANCE

APPROACH TAPER DETAIL

TYPICAL

5’ MIN.

TYPE II

4" DOUBLE YELLOW LINE

12" YELLOW DIAGONAL LINEB

A30°

MIN.

5’

MIN.

6’

561’

SIDE ROAD

INSIDE EDGE TO INSIDE EDGE.

THEY SHALL BE SPACED A MINIMUM OF 6’ APART FROM

TYPE I: CROSSWALK LINES SHALL BE 12" SOLID WHITE LINES.

TRANSVERSE CROSSWALK LINES MAY BE ADDED.

THE CROSSWALK WIDTH SHOULD BE NOT LESS THAN 8’. THE

WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR.

LINE PLACEMENT IS DETERMINED BY LANE LINE,CENTER LINE, AND

PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE

TYPE II: THESE LINES SHOULD BE SOLID WHITE 24" WIDE

5’ FROM CROSSWALKS.

WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF

SAME SPACING

USING THE

AND ABOVE

FOR 55 MPH

YELLOW LINE

4" SOLID

YELLOW LINE

4" BROKEN

FOR SPEEDS GREATER THAN OR EQUAL TO 45 MPH, R=300’.

FOR SPEEDS LESS THAN OR EQUAL TO 40 MPH, R=150’.

TIMES THE HEIGHT OF THE CHARACTERS, UNDER ANY CONDITIONS.

THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN

BETWEEN LINES SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF

IF ARROWS ARE USED AND UNLESS OTHERWISE SPECIFIED THE SPACE

TO THE NEXT HIGHER 5 MPH INCREMENT.

CALCULATED USING THE EQUATIONS BELOW AND INCREASED

TO BE DETERMINED USING CHART C. VALUES FOR L WERE

THE APPROACH TAPER LENGTH FROM POINT A TO POINT B IS

- SPEEDS = 45 MPH L= W*S

60

- SPEEDS < 45 MPH L= W*S†

STOP LINE

24" WHITE

WHITE LANE LINE

6" SOLID

( FROM CHART B)

X

MINIMUM

25’

6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.

ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.

NOTE:

*STOP LINE 8’ FROM NEAR EDGE OF GATE OR CANTILEVER, IF PRESENT.

FOR R X R SYMBOLS DETAILS.

REFER TO STANDARD ALPHABET FOR HIGHWAY SIGNS AND MARKINGS

SYMBOLS SHOULD BE USED IN EACH APPROACH LANE.

ACROSS ALL APPROACH LANES, AND INDIVIDUAL R X R

ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND

CROSSING.

FOR TWO-LANE APPROACH OPERATION ON THE APPROACH TO A

A THREE-LANE ROADWAY SHOULD BE MARKED WITH A CENTERLINE

ARE MINIMUM.

ALL DISTANCES

APPROX.

15’

FOR RIGHT LANE MUST TURN RIGHT

TYPICAL SIGNING AND MARKING

R3-7

W10-1

WHITE LINE

8" SOLID

WHITE LANE DROP LINE

8" BROKEN

AND A MAXIMUM OF 250’ PRIOR TO THE 8"SOLID WHITE LINE

THE LANE DROP MARKINGS LENGTH IS A MINIMUM OF 100’

150

225

300

375

450

550

650

750

85075

(X)

(X)

(X)

ADEQUATE ADVANCE WARNING TO THE DRIVER

CONDITIONS AND OTHER SIGNING TO PROVIDE

(X) PLACEMENT LOCATION IS DEPENDENT ON SITE

67 C-4851-01 2018 20 39

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE309 7/26/2005

J.F.F.

B.D.G. B.D.G.

J.F.F.

Brian D. Gower

DETAIL SHEET

PAVEMENT MARKING

MISCELLANEOUS

TYPICAL

Sh. No. XXX

KD

OT G

raphics C

ertified


MUST

RIGHTLANE

TURN RIGHT

RR

1 7/23/10

D.B.

D.D.G.


Revised Tables

SUMMARY OF QUANTITIES

POSTS AND ALUMINUM BEAMS

NUMBER

FEET

GALVANIZED STEEL BEAM POST

W10x12 W10x22W6x9"U" POSTSTEELWOOD

4" x 6" POST

"U" POST W6x9 W10x12 W10x22

GALVANIZED STEEL BEAM POST

STEELWOOD

4" x 6" POST

10.1’ - 12’

14.1’ - 16’

12.1’ - 14’

18.1’ - 20’

16.1’ - 18’

22.1’ - 24’

20.1’ - 22’

26.1’ - 28’

24.1’ - 26’

30.1’ - 32’

28.1’ - 30’

4.1’ - 6’

6.1’ - 8’

8.1’ - 10’

FLAT SHEET

REINFORCED PANEL

OVERLAY

TYPE NUMBER SQUARE FEET

SIGNS

TYPE ’A’ WHITE

TYPE ’A’ YELLOW

TYPE ’B’ WHITE

TYPE ’B’ YELLOW

TYPE ’A’ WHITE (BACK TO BACK)

TYPE ’A’ YELLOW (BACK TO BACK)

DELINEATORS

TYPE 2 ("U" POST)

TYPE 3 ("U" POST)

OBJECT MARKERS

SIGNS

POSTS

FOOTINGS

SIGN STRUCTURES

REMOVALS

OVERHEAD STRUCTURE

CANTILEVER STRUCTURE

BUTTERFLY STRUCTURE

BRIDGE MOUNT ATTACHMENT

MAST ARM SIGN SUPPORT

SIGN STRUCTURES

NUMBER

FEET

18" 24" 30" 24" 30" 1-3/4"

2"

2-1/4"

2-1/2"

CO

UP

LE

R

W6x9 W10x12 W10x22

BREAKAWAY BASES

BASE PLATE (TOP)

STUB POST WITH BASE PLATE

NON-BREAKAWAY BASES

BASE PLATE

BASE PLATES AND STUB POSTS

NUMBER & LENGTHS OF POSTS & ALUMINUM BEAMS (INFORMATION ONLY)

POST FOOTINGS AND PSST COUPLERS

2.1’ - 4’

TYPE NUMBER

TYPE AN

CH

OR

TYP

E I

AN

CH

OR

TYP

E III

"U" P

OS

T

MO

UN

T

BR

AC

KE

T

DELINEATOR

FLEXIBLE

DELINEATOR

RIGID

TU

BIN

G

ST

RU

CT

UR

AL

SIG

N

FL

AT S

HE

ET

PA

NE

L SIG

N

REIN

FO

RC

ED

BE

AM

3I2.2

5 A

LU

MIN

UM

STEEL

A36

(ALT)

STEEL

A572

STEEL

A36

(ALT)

STEEL

A572

STEEL

A36

(ALT)

STEEL

A572

1-3/4" 2-1/4" 2-1/2"2"

A36 STEEL A572 STEEL (ALT)WOOD

PERFORATED SQUARE STEEL TUBE (PSST)

CONCRETE FOOTING (DIA.)

FO

OTIN

G

WIT

H

CO

UP

LE

R

TUBE FOOTING

PERFORATED SQUARE STEEL

TYPE NUMBERTYPE NEW MODIFIED

TU

BIN

G

ST

RU

CT

UR

AL

SIG

N

FL

AT S

HE

ET

PA

NE

L SIG

N

REIN

FO

RC

ED

BE

AM

3I2.2

5 A

LU

MIN

UM

STEEL

A36

(ALT)

STEEL

A572

STEEL

A36

(ALT)

STEEL

A572

STEEL

A36

(ALT)

STEEL

A572

1-3/4" 2-1/4"2-1/2"2"2 L

BS/FT

3 L

BS/FT

STEEL TUBE (PSST)

PERFORATED SQUARE

OR BEAM

POST

OF

LENGTH

STEEL

A36

(ALT)

STEEL

A572

STEEL

A36

(ALT)

STEEL

A572

STEEL

A36

(ALT)

STEEL

A572

LBS/FT

2

LBS/FT

3

STEEL TUBE (PSST)

PERFORATED SQUARE

67 C-4851-01 2018 24 39

61 262.36

915.0

14

9

14

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE439 7/23/2010

D.D.G.

S.A.B. D.D.G.

K.D.S.

Steven A. Buckley

INSTALLATIONS AND REMOVALS

FOR

SUMMARY OF QUANTITIES

7/1/03

KD

OT G

raphics C

ertified


1 7/23/10

D.B.

D.D.G.


Changed Bid Items as per Spec Book (2007)

A36 STEEL UNIT PRICES INCLUDED IN THE CONTRACT.

STUB POSTS, BASE PLATES, AND FOOTINGS, PAYMENT FOR THESE ITEMS WILL BE BASED ON THE

THE CONTRACT ARE FOR A36 STEEL. WHEN FURNISHING A572 ALTERNATE STEEL BEAM POSTS,

THE QUANTITIES FOR STEEL BEAM POSTS, STUB POSTS, BASE PLATES, AND FOOTINGS IN

NOTE:

RECAPITULATION OF SIGNING & DELINEATION BID ITEMS

BID ITEMSUNITS

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

BID ITEMS

SIGN (FLAT SHEET) (HIGH PERFORMANCE)

SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)

SIGN (OVERLAY) (HIGH PERFORMANCE)

SIGN POST (4" x 6" WOOD) (FLAT SHEET SIGN)

SIGN POST (4" x 6" WOOD) (REINFORCED PANEL SIGN)

SIGN POST (W6X9 STEEL BEAM)

SIGN POST (W10X12 STEEL BEAM)

SIGN POST (W10X22 STEEL BEAM )

SIGN POST (2 LB/FT "U" STEEL)

SIGN POST (3 LB/FT "U" STEEL)

SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)

SIGN POST (2" PERFORATED SQUARE STEEL TUBE)



SIGN POST (4" X 6" STRUCTURAL STEEL)

SIGN POST (3 I 2.25 ALUMINUM)

SIGN POST STUB WITH BREAKAWAY BASE PLATE (W6X9)



SIGN POST BREAKAWAY BASE PLATE (W6X9)



SIGN POST FOOTING (24" Dia. CONCRETE)(STEEL BEAM POST)

SIGN POST FOOTING (30" Dia. CONCRETE)(STEEL BEAM POST)

SIGN POST FOOTING (18" Dia. CONCRETE)(WOOD POST)

SIGN POST FOOTING (1-3/4" PERFORATED SQUARE STEEL TUBE)

SIGN POST FOOTING (2" PERFORATED SQUARE STEEL TUBE)



SIGNING OBJECT MARKER (TYPE 2)

SIGNING OBJECT MARKER (TYPE 3)

SIGNING DELINEATOR (TYPE A)(WHITE RIGID, "U" POST)

SIGNING DELINEATOR (TYPE A)(YELLOW RIGID, "U" POST)

SIGNING DELINEATOR (TYPE A)(WHITE FLEXIBLE)(TYPE I ANCHOR)

SIGNING DELINEATOR (TYPE A)(YELLOW FLEXIBLE)(TYPE I ANCHOR)

SIGNING DELINEATOR (TYPE A)(WHITE FLEXIBLE)(TYPE 3 ANCHOR)

SIGNING DELINEATOR (TYPE A)(YELLOW FLEXIBLE)(TYPE 3 ANCHOR)

SIGNING DELINEATOR (TYPE B)(WHITE RIGID, "U" POST)

SIGNING DELINEATOR (TYPE B)(YELLOW RIGID, "U" POST)

SIGNING DELINEATOR (TYPE B)(WHITE FLEXIBLE)(TYPE I ANCHOR)

SIGNING DELINEATOR (TYPE B)(YELLOW FLEXIBLE)(TYPE I ANCHOR)

SIGNING DELINEATOR (TYPE B)(WHITE FLEXIBLE)(TYPE 3 ANCHOR)

SIGNING DELINEATOR (TYPE B)(YELLOW FLEXIBLE)(TYPE 3 ANCHOR)

EACH

EACH

EACH

EACH

EACH

SQUARE FOOT

SQUARE FOOT

SQUARE FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

LINEAR FOOT

A36 A572(ALT)

QUANTITIES

APPROXIMATE

SIGN POST SQUARE COUPLER (2-1/4")

SIGN POST FOOTING (SIGN POST SQUARE COUPLER) (2-1/4")

QUANTITIES

APPROXIMATEUNITS

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE450 7/23/2010

D.D.G.

S.A.B. D.D.G.

K.D.S.

Steven A. Buckley

BID ITEMS

SIGNING & DELINEATION

RECAPITULATION OF

7/1/03

KD

OT G

raphics C

ertified


67 C-4851-01 2018 25 39

Mobilization

Mobilization (DBE)

Contractor Construction Staking 1

1

1 Lump Sum

Lump Sum

Lump Sum

*14-15’ Posts

*915’ Lump SumTraffic Control

Flagger (Set Price) Hour

Note: See Sh. 21 for Pavement Marking Quantities

262.36

1Removal of Existing Structures EACH

9

1Removal of Existing Structures EACH



1

2

3

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.

Steven A. Buckley07-22-2003

DDG

DDGSAB

XXX

$$$$$$$$$$$$

DG

NS

PE

C$$$$$$$$$$$$$

1/11/2018

untitled

Plotte

d

By :

Plot

File :

Plot

Date :

$$$

KD

OT

GR

P$$$$

TYPICAL DELINEATOR LOCATION FOR ROADSIDE MOUNTING

CURB SECTION SHOULDER SECTION GUARD FENCE SECTION

SHOULDER

RAMP

SHOULDER

MAINLINE

DELINEATOR

DELINEATOR

DETAIL "A"

TYPICAL DELINEATOR LOCATION FOR

MEDIAN CROSS-OVER

A

B

C

D

EF

G

DETAIL "A"DETAIL "B"

SHOULDER WIDTH 6 ft or GREATER

TYPE 2 OBJECT MARKERS

SHOULDER WIDTH LESS THAN 6 ft


TYPICAL OBJECT MARKER LOCATION FOR BRIDGE AND CULVERT STRUCTURES

AREA

PAVED GOREDELINEATOR

TYPE "B" YELLOW DELINEATOR

TYPE "B" YELLOW

Lane Taper

End of Acceleration

Lane Taper

End of Deceleration

Ramp Terminal Radius

End of Exit Gore Taper

Exit Ramp Gore Sign

Perpendicular to

Entrance Ramp Gore

Perpendicular to

Entrance Ramp Gore

Perpendicular to

Exit Ramp Gore Sign

Perpendicular to Ramp Terminal Radius

Exit Ramp Gore Sign

Perpendicular to

End of Exit Gore Taper Entrance Ramp Gore 400-500 ft

A

B

C

D

E

F

GDeceleration Lane Taper

End of Acceleration or

Deceleration Lane Taper

End of Acceleration or

SPACINGS(1)

TYPICAL

(1) Spacings shall be continous and uniform.

DELINEATION SPACING TABLE

Direction of Travel

End of curve for

Direction of Travel

Beginning of curve for

(2) Spacing is rounded to nearest meter using the formula:

ENDING POINTBEGINNING POINTRIGHT EDGE LEFT EDGE

TYPE AND COLOR

DELINEATOR

"B" YELLOW

"A" YELLOW

"B" YELLOW

"A" YELLOW

"A" YELLOW

"A" YELLOW

"A" YELLOW

"B" WHITE

"A" WHITE

"B" WHITE

"A" WHITE

"A" WHITE

"A" WHITE

"A" WHITE

"A" YELLOW"A" WHITE

30 ft to less than 33 ft

Left RightWidth of Structure

1

1

1

1

TWO-WAY ROADWAY (TWO LANES)

3 (1) 3 (1)

3 (1)

3 (1)

3 (1)

1 (2)


3 (1) 3 (1)



1

ONE-WAY ROADWAY (TWO LANES)

3 (1)

3 (1)

3 (1)

1 (2)

ONE-WAY ROADWAY (ONE LANE)

3 (1)

3 (1)

3 (1)

- -


TYPICAL PLACEMENT OF

TYPE 3 OBJECT MARKERS USAGE

NOTES:

(2) - The left Type 3 Object Marker not

(1) - The first two Type 3 Object Markers not

required if the guard fence has delineation.

The Type 3 Object Markers Usage table is based

on both shoulders being equal width. If

Marker on the other side.

one shoulder width is greater than or equal

to 6 ft, then install a Type 2 Object Marker

on that side and install a Type 3 Object

DESIGN DETAILS FOR

POSITIONING OF DELINEATORS &

OBJECT MARKERS (TYPES 2 & 3)

NOTE:

ramps should be installed according to median width:

spacing shown in the Delineation Spacing Table.

acceleration lanes, deceleration lanes, ramps, and curves.

Delineation shall not be used on curves or loops when chevrons

(W1-8 signs) are used, except at the entrance and exit gore areas.

When changing from delineating one edge of the roadway to the other

marking edgeline.

and/or plan sheet for type, color, and spacing of delineation.

The color of delineation shall match the color of the pavement

Delineation shall be located on the outside edge of mainline,

See ’Delineation Spacing’ and ’Pattern of Delineation’ tables

When delineating a curve, the first delineator should be

Delineation located on a median between the entrance and exit

The longitudinal location of the Object Markers from the

edge, the delineation on both edges shall overlap the typical

shall not exceed the typical spacing for the road type.

located at the beginning of the curve. The spacing on the curve

guard fence and throughout the area with guard fence shall be

flexible post mounted.

on a single post along the median centerline.

Median width less than 6 ft: delineation installed back-to-back

installed as shown for the typical delineator locations.

Median width greater than or equal to 6 ft: delineation

The spacing shall be as shown in the Delineation Spacing Table.

** - No guard fence or barrier

07-01-03

100 feet

100 feet

100 feet

100 feet

All delineation used within 100 feet in advance of the nose of75-100 ft

Less than 20 ft


Less than 20 ft



Less than 25 ft



28 ft to less than 30 ft20-300 ft (2)

528 ft

TE409

Spacing = 3 x (Radius - 50)

structure end shall be a maximum spacing of 42"

4’

4’ 4’

4’

4’ 6’ 6’ 7’ 7’

Maximum

2’ **

Maximum

2’ **

30’

30’

3’ MINIMUM

4’

2’ MINIMUM

4’

required if structure less than 10 feet long.

DETAIL "B"

SHOULDER

DELINEATOR

RAMP GORE SIGN

SEE SPACING TABLE (E)

AREA

PAVED GORE

MAINLINE

100’RAMP

SHOULDER

DELINEATOR

4’

MINIMUM

2’

2’ MINIMUM

4’


DDG

DDGSAB

WSB

67 C-4851-01 2018 26 39

1 7/23/10

D.B.

D.D.G.


Changed Sheeting Type

TYPE 2 OBJECT MARKER ASSEMBLY POSITIONS

STEEL ’U’ POST DETAILS ’U’ POST MOUNTING DETAILSTO STEEL DELINEATOR POSTS

DETAILS FOR ATTACHING DELINEATORS

PUNCHING DETAILS

’U’ POST

PUNCHING DETAILSFLAT SHEET DELINEATOR MOUNTING

TO STEEL ’U’ POSTS

DETAILS FOR ATTACHING OBJECT MARKERS

T3/OM-RT3/OM-L

COLORS:

YELLOW (RETROREFLECTIVE)

BLACK (NON-REFLECTIVE)

7 11/16"

13"

36"

13"13"

36"

13"

7 11/16"

45°

45°

45° 45°

45°

45°

2 5/16"12" 12"

2 5/16"

1 1/2" R.

4 3/4"

4 3/4"

4 3/4"

4 3/4"

4 3/4"

4 3/4"

1 1/2" R.

B

A

D

C

DIM. 2 LB/FT

A 3 1/8

1 17/32 B

C

D 1/8

1 1/4

(DIMENSIONS ARE NOMINAL)

ON 1

" C

EN

TE

RS

3/8 " D

IA.

HO

LES

MINI

MU

M O

F 3

6

10’6"

1/4 "

AND REG. SF HEX NUT

BOLT WITH LIGHT LOCK WASHER

5/16 " X 2 1/4 " CARRIAGE

’U’ POST

OBJECT MARKER

FLAT SHEET

7/8 "

2 1/16 "

13/16 "

POST DIMENSIONS(ALL DIMENSIONS SHOWN ARE NOMINAL)

9’

1"

ON 1

" C

EN

TE

RS

3/8 " D

IA.

HO

LES

MINI

MU

M O

F 2

6

UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE IN INCHES

FLAT SHEET DELINEATOR

SQUARE NUT

LOCK WASHER, AND

WITH NYLON WASHER,

HEAD MACHINE SCREW

1/4 " X 1 3/8 " ROUND

DELINEATOR POST

2LB. ’U’ POST DETAILS

RETROREFLECTIVE SHEETING.

COVERED WITH TYPE IV HIGH INTENSITY YELLOW

THE OBJECT MARKER SIGN FACE SHALL BE

FOR THE ALUMINUM ALLOYS AND THICKNESS.

SEE FLAT SHEET SIGN BLANK DETAIL SHEETS

FLAT SHEET OBJECT MARKERS:

YELLOW RETROREFLECTIVE SHEETING.

SHALL BE COVERED WITH TYPE IV HIGH INTENSITY

THE 6" X 12" OBJECT MARKER SIGN FACES

FOR THE ALUMINUM ALLOYS AND THICKNESS.

SEE FLAT SHEET SIGN BLANK DETAIL SHEETS

FLAT SHEET OBJECT MARKERS:

67 C-4851-01 2018 27 39

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE415 7/23/2010

D.D.G.

S.A.B. D.D.G.

W.S.B.

Steven A. Buckley

TYPE 2 AND TYPE 3

FOR OBJECT MARKERS

DESIGN DETAILS

7/1/03

KD

OT G

raphics C

ertified



1’6"

1"

3" CLEARANCE

3" CLEARANCE

1.5"

3"

2"

3" CL.

4" MAXIMUM

3’ 6" (

MIN.)

4" MAXIMUM

3"

5 1/2"

1’2 1/2"

WEDGE

HARDWOOD

6" PITCH

1/4" Ø SPIRAL

4 - #4 BARS

BITUMINOUS MATERIAL

POST & CONCRETE WITH

SEAL OPENING BETWEEN

TREATED WOOD POST

4" X 6" S4S

OR COMPACTED FILL

UNDISTURBED EARTH

5 1/2"

(GALVANIZED)

10 GAGE STEEL SHEET

DIRECTION OF TRAFFIC

DIRECTION OF TRAFFIC

SLEEVE

A A 3 1/2"

WOOD POST IN CONCRETE FOOTING WOOD POST IN SOIL

FOOTINGS.

25 CONCRETE FOR SIGN SUPPORT

MAY BE SUBSTITUTED FOR GRADE

COMMERCIAL GRADE CONCRETE

NOTE:

TREATED WOOD POST

4" X 6" S4S

4 3/4"

OR COMPACTED FILL

UNDISTURBED EARTH

LINE AFTER IMPACT.

OR LESS PROJECTION ABOVE THE GROUND

GUIDE" AND THESE PLANS IS TO HAVE A 4"

THE INTENT OF THE "ROADSIDE DESIGN

NOTE TO THE ENGINEER:

GENERAL NOTES

UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN INCHES

1/8 2-5

1/8 2-5

OPTIONAL

SECTION A-A

SECTION THRU SLEEVE

HARDWOOD WEDGE

SIDE ELEVATION

SIDE ELEVATION FRONT ELEVATION

FRONT ELEVATION

3 7/8"

5 7/8"

1/4"

1 1/2" DIA. HOLE

1 1/2"

3 1/2"

1’ 2 1/2"

1 1/2" DIA. HOLE

AT 6

" C

EN

TE

RS

3/8" D

IA.

HO

LES

3’ 0"

2’ 6"

3/8" OF TOP OF FOOTING.

SIDES OF POST AND FORCE DOWN TO WITHIN

WEDGES INTO THE OPENING ON TWO ADJACENT

CONCRETE FOOTING, PLACE TWO HARDWOOD

THE WOOD POST AND THE TOP OF THE

PRIOR TO SEALING THE OPENING BETWEEN

PRESERVATIVE TREATMENT SPECIFICATIONS.

BE TREATED IN ACCORDANCE WITH THE

BREAKAWAY HOLES AND FIELD CUTS SHALL

TREATING.

POSTS SHALL BE DRILLED PRIOR TO

ALL SIGN MOUNTING HOLES IN THE WOOD

OF ZINC THICKNESS BY MAGNETIC GAGE.

DETERMINATION

OF THE FINISHED SLEEVE AND

ACCEPTANCE SHALL BE VISUAL INSPECTION

SLEEVE WITH A METAL PLATE. BASIS OF

PERMISSIBLE TO CLOSE THE BOTTOM OF THE

COATING DESIGNATION A123. IT IS

COATED TO MEET THE REQUIREMENTS OF

THE REQUIREMENTS OF ASTM A653M AND ZINC

STEEL SHEET WHICH WAS PRODUCED TO MEET

THE POST SLEEVE SHALL BE FORMED FROM

INSTITUTE, FEBRUARY 1970.

SHAFT FOOTINGS", TEXAS TRANSPORTATION

COMPARED TO FULL-SCALE TESTS OF DRILLED

CONFORMS WITH "DESIGN PROCEDURE

SIGNALS 2002". FOUNDATION DESIGN

FOR SIGNS, LUMINAIRES, AND TRAFFIC

SPECIFICATIONS FOR STRUCTURAL SUPPORTS

DESIGN CONFORMS WITH ASHTO "STANDARD

AT 6

" C

EN

TE

RS

3/8" D

IA.

HO

LES

FOOTINGL

POST =LC

C

C

C FOOTINGL

POST =L

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE460 7/22/2003

D.D.G.

S.A.B. D.D.G.

A.A.D.

Steven A. Buckley

DETAILS FOR WOOD POSTS

7/1/03

KD

OT G

raphics C

ertified


67 C-4851-01 2018 28 39



1

2

3

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


DDG

DDGSAB

XXX

$$$$$$$$$$$$

DG

NS

PE

C$$$$$$$$$$$$$

1/11/2018

untitled

Plotte

d

By :

Plot

File :

Plot

Date :

$$$

KD

OT

GR

P$$$$ A

B

C C

B

A

FLAT SHEET SIGNS

TYPICAL MOUNTING OF

Section C-C

Sign

Flat Sheet

Section B-B

Sign

Flat Sheet

Section A-A

DD

3"

3"

Reinforced Panel

Section D-D

Top View

Side View

Reinforced Panel

2"

A

B

C

D

DIM. 3 lbs/ft

A

B

D

C

’U’ POST DIMENSION DETAILS

(DIMENSIONS ARE NOMINAL)

Section E-E

E E

the sign.

The top of the post shall not extend above the top of

NOTES:

aligned.

(R1-2) sign, the top holes of the signs should be

When a sign is mounted on the back of the "YIELD"

raised and positioned such that the holes are aligned.

the signs or posts, the sign on the back should be

aligned. In order to prevent having to drill holes in

installations, the bottom holes of the signs should be

be mounted at their prescribed height. In general

When signs are mounted back to back, the signs shall

�"�"

1"

POST CLIP

ROUTE MARKER ASSEMBLY ATTACHMENT

3 lbs/ft "U" Post

3 lbs/ft "U" Post

�"

REINFORCED PANEL SIGNS

TYPICAL MOUNTING OF

DETAILS FOR MOUNTING

SIGNS ON WOOD POSTS

(FLAT SHEET AND REINFORCED PANEL)

Flat Sheet Sign

overlap each other.

height, but under no circumstances shall the signs

The primary sign shall be mounted at their prescribed

sign, shall be mounted at their prescribed height.

advisory plate, Type 1 Object Marker, or secondary

When mounted with another sign (primary sign), the

the sheeting around the hole shall not be damaged.

All holes in the sign shall be free of any defects and

drill in the post shall be treated with a perservative.

post, shall be drilled by the contractor. All holes

Additional mounting holes, either through the sign or

07-01-03

and Reg. Hex Nut

Bolt with Flat Washer

�" x 6�" Carriage

and Reg. Hex Nut

Bolt with Nylon Washer


and Reg. Hex Nut

Bolt with Nylon Washer


2 lbs/ft "U" Post

0.641"

1�"

POST CLIP BOLT

0.360

2¥"

1�"

3�"

1�"

1�"

⁄"

2 lbs/ft

3�"

1�"

1�"1'"

18" or 24" spaces

Esna Stop Nut (Nylon Fiber)

Flat Washer and

Post Clip with Post Clip Bolt,

Reg. Hex Nut

with Flat Washer and

�" x 6�" Hex Bolt

Esna Stop Nut (Nylon Fiber)

Flat Washer and

Post Clip with Post Clip Bolt,

Reg. Hex Nut

with Flat Washer and

�" x 6�" Hex Bolt

All dimensions are in inches

TE481

dimension.

the smaller dimension is equal to the square head

The post clip bolt may have a rectangular head, if

the bid item ’4" x 6" Wood Post (Flat Sheet Sign)’.

marker assembly attachment, it shall be subsidiary to

When the 2 lbs/ft steel "U" post is used as a route

tightened against the sign face.

A nylon washer shall be used when a nut is to be

AADDDG

07-22-2003

SAB DDG

Steven A. Buckley

67 C-4851-01 2018 29 39



1

2

3

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


DDG

DDGSAB

XXX

$$$$$$$$$$$$

DG

NS

PE

C$$$$$$$$$$$$$

1/11/2018

untitled

Plotte

d

By :

Plot

File :

Plot

Date :

$$$

KD

OT

GR

P$$$$

B

B

C CA

A

D

B

B

C

A

A

A B C A B C D

3

A

D

C

E

E

C

B

A B C D E

D

A

B

C

A

A B C D

3 2

E

A

B

C

A

D

A B C D

3

E

3

3

F

D

C

G

G

C

B

A B C D E

A

E E

F G

T T T

T T T

AREA AREA AREA

AREA AREA AREA

SIGN SIZE SIGN SIZE SIGN SIZE


3

SIGN BLANK DETAILS FOR

FLAT SHEET SIGNS

07-01-03

AAD

30 30

30

30

30 x 30

30 x 30

36 x 36

36 x 36

36 x 36

36 36

36

36

24

24

24

24

6 6

15 15

18 18

18

18 18

18 18

0.080

0.080

0.080

0.080

0.080

0.080 0.080

0.080

5 x 5

18 x 18

24 x 24

5 3/8 2 1/2

2 1/2

0.100

2 1/2 0.040

12

12

1212

1 1/2

1 1/2

1 7/8

2 1/4

48 x 48

48 x 4848 x 48

48

48 4848

12

9 24

460 x 60 60

1

1

2

2

Center hole is required.

Holes shall be �" Diameter.

All dimensions are in inches.

of the aluminum blank.

The dimension "T" is the thickness

otherwise noted.

All holes are �" square unless

NOTE:


TE503

2.25

4.00

6.25

9.00

3.90 6.93

5.18

7.46

13.25

0.17 16.00

10.83

DDG

07-22-2003

SAB DDG

Steven A. Buckley

67 C-4851-01 2018 30 39



1

2

3

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


DDG

DDGSAB

XXX

$$$$$$$$$$$$

DG

NS

PE

C$$$$$$$$$$$$$

1/11/2018

untitled

Plotte

d

By :

Plot

File :

Plot

Date :

$$$

KD

OT

GR

P$$$$

A

B

C

C

D

E

A B C D E

O

O

O

O

O

O

O

O

O

O

O

O

O

O

1

T

1

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

1�

48

48

1�

1�

1�

48

1�

1�

AREA

10.00

12.00

16.00

15.75

10.00

12.50

15.00

20.00

12.00

18.00

21.00

24.00

A B C D E F G T

1�

1�

AREA A B C D E F G T AREA

1�

24.00

32.00

25.00

O

O

O

17.50

28.00

O

O

O

O

1�

2

2

2


3

1� 3

3

3

1�

3

3

1�

3

1�

1�

3

3

1�

3

3

3

3

3

3

3


FLAT SHEET SIGNS

07-01-03

1�

1�

A

B

C

C

D

E EF

G

O 15.00

O 10.50

O

1�

O

O

O

O

10.50

14.00

13.50

17.50

21.00

24.50

AAD

3 X 8 8

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

66 6

6

6

6

12 X 18

12 X 24

12 X 36

18 X 12

24 X 12

36 X 12

36 X 12

6 X 12

12 X 6 12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

1212

12 12

1212

12

12

18 X 18

18 X 24

24 X 18

30 X 18

36 X 18

36 X 18

18 X 6

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

1818

24 X 24

24 X 30

24 X 36

30 X 24

36 X 24

36 X 24

24 X 6 24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

24

30 X 36

36 X 30

36 X 36

36 X 30

36 X 36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36 36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

12 X 48 48 X 12

48 X 18

48 X 24

48 X 30

48 X 36

48 X 48

48 48

48

48

48

48

48 48

48

48

48

48

48

48

48

48

48

48

48

15 X 15

21 X 15

30 X 15

15 15

15

15

15

15

15

15

15

15

15

1515

15

21

21

30 X 30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30 30

30

30 30

30 30

30

30

30

30 30

36 X 42

48 X 42

42

42

42

42

42

42

42

42

42

42

42

42

42

72 X 12

72 X 18

72 X 24

72 X 30

72 X 36

48 X 72

72 X 48

72 X 42

48 X 96 96

72

72

72

72

72

72

72

72

54 X 36

54 X 42 54

54

54

60 X 12

60 X 18

60 X 24

60 X 30

60 X 36

60 X 60

60 X 48

60 X 42

60

60

60

60

60

60

60 60

60

84 X 18

84 X 30

84 X 36

84 X 48

84 X 42

84

84

84

84

84

0.17

0.50

0.50

1.50

2.00

3.00

4.00

1.56

0.75

1.50

2.25

3.00

2.19

1.00

2.00

3.00

4.00

5.00

6.00

3.13

3.75

5.00

6.25

7.50

3.00

4.50

6.00

7.50

9.00

3.00

4.50

6.00

6.00

6.00

7.50

7.50

9.00

9.00

4.00

8.00

5.00

TE506

0.040

0.040

�

�

�

1

3

3

3

3

3

3

3

3

3

3

3

3

0.063

0.063

0.063

0.063

0.063

0.063

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

6

9

9

9

9

9

9

9

9

9

9

9

9

9

18

18

18

18

Dimension "D" requires a Center Hole.

Holes shall be �" Diameter.

of the aluminum blank.

The dimension "T" is the thickness

otherwise noted.

All holes are �" square, unless

NOTE:


2

2

07-22-2003

DDG

SAB DDG

Steven A. Buckley

67 C-4851-01 2018 31 39


THE DIMENSION "T" IS THE THICKNESS OF THE ALUMINUM BLANK.

ALL HOLES ARE 3/8 " SQUARE, UNLESS OTHERWISE NOTED.

NOTES:

ALL DIMENSIONS ARE IN INCHES.

A

B

C

C

B

A

B

A

C

D

E

F

FB

CF

C

C

D

A

B

E

A

B

G

F

E

D

C

H

F

A

B

C CD

E

F

E

F

SIGN SIZE A B T AREASIGN SIZE A B C D E F T AREASIGN SIZE

A B C D* T AREAE FSIGN SIZE

DIMENSIONS

A B C D E T AREASIGN SIZEA B C T AREA

INDEPENDENT USE

102 12.75

SIZE A B C D E F G H

- -

22.5 22.5

- -

25.5

T AREA

486 6

6

6 X 6 0.063 0.25 36 DIA

36 X 36

36 X 36 36 36

36 36

36

36 36

36

12

12

12

12

0.080

0.080

0.080

0.080 0.080

0.080

30 X 30

30 X 24 30

30

30

30 30

15 15

15

24 24

24 24

24

24

18

18

18

18

18

18

48 X 36 48 9 14 3/4

2 1/4

2 1/4

102 X 18 3 3

3

3

3

3

3 3

0.10013 HOLES @

8" SPACING

24 X 24

17

0.10045 X 36 45

3.20

7.20

3.99

8.99

0.125

* 3/8" DIA. HOLES

7.07 4.69

6.75

5.56

67 C-4851-01 2018 32 39

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE509 7/22/2003

D.D.G.

S.A.B. D.D.G.

A.A.D.

Steven A. Buckley

FLAT SHEET SIGNS


7/1/03

Sh. No. XXX

KD

OT G

raphics C

ertified


1 7/23/10

D.B.

D.D.G.


Changed Notes and Sheeting Type

DETAILED SPECIFICATIONS FOR FLAT SHEET SIGNS DETAILED SPECIFICATIONS FOR STRUCTURAL EXTRUDED PANEL SIGNS

PLANS.

EDITION), UNLESS OTHER DETAILS ARE SHOWN IN THE

THE ’STANDARD HIGHWAY SIGNS’ MANUAL (2004

HEIGHT, AND LETTER SERIES) SHALL BE AS SHOWN IN

THE DESIGN DETAILS FOR SIGNS (COLOR, LETTER

8’-0" IN HEIGHT.

ARE 4’-0" IN LENGTH AND LESS THAN OR EQUAL TO

SHEET BLANKS SHALL ALSO BE USED FOR SIGNS THAT

LESS THAN OR EQUAL TO 4’-0" IN HEIGHT. FLAT

ARE LESS THAN OR EQUAL TO 7’-0" IN LENGTH AND/OR

FLAT SHEET BLANKS SHALL BE USED FOR SIGNS THAT

SHEET BLANK DETAIL SHEETS.

ALUMINUM ALLOY AND THICKNESS SHOWN ON THE FLAT

ALL NEW FLAT SHEET SIGN BLANKS SHALL BE OF THE

REVERSE SCREEN PROCESS, OR DIRECT APPLIED LEGEND.

THE SIGN FACES SHALL BE DIRECT SCREEN PROCESS,

OR PRESSURE SENSITIVE.

SHEETING OR LETTERING FILM SHALL BE HEAT ACTIVATED

THE TYPE OF ADHESIVE USED FOR RETROREFLECTIVE

INTENSITY RETROREFLECTIVE SHEETING.

BACKGROUND SHALL BE COVERED WITH TYPE IV HIGH

FLUORESCENT YELLOW GREEN, BROWN, OR WHITE

ALL SIGN FACES WITH BLUE, GREEN, RED, YELLOW,

INTENSITY RETROREFLECTIVE SHEETING.

ALL SIGN FACES SHALL BE COVERED WITH TYPE IV HIGH

4’-0" IN HEIGHT.

ARE GREATER THAN 7’-0" IN LENGTH OR GREATER THAN

REINFORCED PANELS SHALL BE USED FOR SIGNS THAT

OR BOTTOM OF SIGNS.

USED. THE 1’-0" PANELS SHALL BE USED ONLY AT THE TOP

PANELS ARE USED, EITHER 1’-0" OR 6" PANELS SHALL BE

ENTIRELY ON ONE PANEL. IF EXTRUDED FABRICATED SIGN

ARE NOT SHOWN, A LINE OF LEGEND SHOULD BE PLACED

SHOWN. IF EXTRUSHEET FABRICATED PANEL DIMENSIONS

SHALL BE OF THE LENGTH, WIDTH AND IN THE POSITION

EXTRUSHEET FABRICATED SIGN PANELS ARE USED, THEY

SHOWN ON THE REINFORCED PANEL DETAIL SHEETS. IF

FABRICATION, ALUMINUM ALLOY, AND THICKNESS

ALL NEW REINFORCED SIGN PANELS SHALL BE OF THE

SPACING TABLE DIMENSIONS ARE IN INCHES.

ARE MODIFIED SERIES "E" UNLESS OTHERWISE SHOWN.

LETTERS AND NUMBERS ON REINFORCED PANEL SIGNS

OR PRESSURE SENSITIVE.

SHEETING OR LETTERING FILM SHALL BE HEAT ACTIVATED

THE TYPE OF ADHESIVE USED FOR RETROREFLECTIVE

RETROREFLECTIVE SHEETING.

BORDERS SHALL BE TYPE IV HIGH INTENSITY

DIRECT APPLIED LEGEND, AND DIRECT APPLIED

THE RETROREFLECTIVE SHEETING USED FOR THE

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE590 7/23/2010

D.D.G.

S.A.B. D.D.G.

K.D.S.

Steven A. Buckley

AND FLAT SHEET SIGNS

FOR REINFORCED SIGN PANELS

DETAILS SPECIFICATIONS

7/1/03

KD

OT G

raphics C

ertified


67 C-4851-01 2018 33 39

Taper

Work space Downstream

TYPICAL WORK ZONE COMPONENTS

Advanced warning area Transition

Area

Activity area Termination area

SPEED (MPH)

LENGTH (ft)

20

115

25

155

30

200

35

250

40

305

45

360

50

425 495

55 60

570

65

645

70

730

75

820

3

2

1 08/18/15

K.E.

R.W.B.


Channerlizer spacing info

Posted speed prior to work starting

2

(temporary)

Pavement marking

device

Channelizing

is 40 mph or less)

optional if posted speed limit

(sloped concrete treatment is

Inertial barrier system

barrier system

Concrete safety

display

Arrow

taper

Shoulder

Taper "L" space

BufferDistance

A

Distance

B

Distance

C

Minimum advance warning sign spacing (in feet):

URBAN (40 MPH OR LOWER)

URBAN (45 MPH OR HIGHER)

RURAL (55 MPH OR LOWER)

RURAL (60 MPH OR HIGHER)

EXPRESSWAY/FREEWAY 1000

750

500

350

100

A B

100

350

500

750

1500 2640

750

500

350

100

C

less than 100’, unless directed by the engineer.

The minimum spacing between signs shall be no

maximize visibility.

as approved by the engineer in order to

beyond the minimum values in the table above

The spacing between any signs may be increased

Shoulder taper=1/3 L

Shifting taper=1/2 L

W =Width in offset feet

prior to work starting in MPH

S =Numericial value of posted speed

Where: L =Minimum length of taper in feet

L = WS /60 for speeds of 40 MPH or less

L = WS for speeds of 45 MPH or more

Taper Formulas:

Buffer Space

devices are not needed along the tangent barrier section.

When concrete barrier system is used, portable channelizing

*

*

SPEED (MPH)

Posted speed prior to work starting

the roadway prior to work starting.

should be designed and installed using the posted/legal speed of

1) Design Speed: Those items delegated to temporary traffic control

less than 11’ may require restricted roadway width signing.

shown on the plans, or as directed by the engineer. A lane width

(measured between centerlines of pavement markings) or as

2) Minimum lane width: Lane widths shall be a minimum of 11’

facility.

features consistent with the features present in the existing pedestrian

the temporary facilities shall be detectable and include accessiblity

4) When existing pedestrian facilities are disrupted, closed, or relocated,

785-296-0355 or 785-296-1183.

contact the Temporary Traffic Control Unit for more information at

6) Alternative temporary rumble strip options may be available. Please

making a midblock crossing.

work sites that will induce them to attempt skirting the work site or

midblock locations) so that pedestrians are not confronted with midblock

volumes, these signs should be placed at intersections (rather than

the roadway. In urban and suburban areas with high vehicular traffic

advance signing that encourages them to cross to the opposite side of

can be provided, pedestrians should be appropriately directed with

Unless a reasonable safe route that does not involve crossing the roadway

bicycle movements from both work site activity and vehicular traffic.

3) Consideration should be made to seperate pedestrian and, if needed,

advance of the condition as long as the condition is present.

W8-15p motorcycle plaque as directed by the engineer. Display signs in

(Road Work Ahead) on mainline approaches. Signs may be used with the

(Grooved Pavement) or W8-7(Loose Gravel) a "C" distance after the W20-1

made of loose material, or when directed by the engineer use the W8-15

5) When the driving surface open to traffic is milled, is a temporary surface

Channelizer placement:

normally at right angles to the traffic flow.

(3) Channelizing devices shall be placed for optimum visibility,

to work starting.

exceed a distance in feet equal to 1/2 the posted speed limit in mph prior

(1) The spacing between devices in transition area (taper) should not

posted speed limit in mph prior to work starting.

activity area should not exceed a distance in feet equal to two times the

(2) The spacing between devices in the advanced warning area and the

work space, only the space upstream of the vehicle constitutes the buffer space.

in the buffer space. When a protection vehicle is placed in advance of the

Neither work activity nor storage of equipment, vehicles, or material should occur

See typical work zone components above.

A full lane width should be available throughout the length of the buffer space.

from the work space, the barrier system shall be considered part of the activity area.

If temporary concrete safety barrier system is used to seperate approaching traffic

the new path. The arrow sign should not be visible to opposing traffic.

(4) Place directional indicator barricades in series to direct traffic onto

downward in the direction traffic is expected to pass.

(5) Alternating diagonal orange and white striping must slope

Sh. No. XXX

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE700 08/18/15

B.A.H.

R.W.B

Kristina Ericksen

GENERAL NOTES

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


67 C-4851-01 2018 34 39

3

2

1


36"

APPROX.

18"

MIN. ORANGE

WHITE

6" TO 8"

6" TO 8"

DRUM

ORANGE

WHITE

TRAFFIC CONE

6"

2"

4"

3" TO 4"

MIN.

36"

ORANGE

WHITE

VERTICAL PANEL

4"4"

MIN.

24"

MIN.

36"

45°

to the traffic side for channelization.

The stripes shall slope downward

12"

DELINEATOR

CONICAL

ORANGE

WHITE

6" TO 8"

6" TO 8"

MIN.

42"

2" MIN.

2"

3"

2" TO 6"

3"

ORANGE

WHITE

TUBULAR MARKER

28" MIN.

Striping as shown for up to 42".

MIN.

36"

24" MIN.

8" MIN.

12" MAX.

6"

6"

ORANGE

WHITE

45°

TYPE 2 BARRICADE

channelization.

All stripes shall slope downward to the traffic side for

For rails less than 36" long, 4" wide stripes may be used.

36"

24"

12"

8"

4"

4"45°

DIRECTION INDICATOR BARRICADE

the motorist into the intended lane of travel.

The direction indicator barricade shall be used in series to direct

The stripes shall slope downward in the direction traffic is to pass.

DEVICE

SUPPORT

EDGE

HAND TRAILING

2" MAX.

2" MAX.

PLATE

DETECTION

HEIGHT

8" MIN.

38" MAX.

32" MIN.

PEDESTRIAN CHANNELIZER

LOCATION

ITEM

PORTABLE

FIXED

NO

(1,2)

(1)

(2)

NO

YES

(3) NO

(1)

(2)

(3) (3) (3) (3) (3) (3)

(3)(3)(3)

Gores

Devices

Lead-in

(2)(2,3)

Direction Indicator Barricade

Vertical Panels

Conical Delineators

Drums

Type 2 Barricade

Tubular Markers

Vertical Panels

Yes

Yes Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

YesYesYes

Cross-o

vers

Diversio

ns

Shoofly

Tangents

Tapers

Ra

mps

Head

Head to

Identifier

Obje

ct

Traffic Cones

(2) (2) (2) (2) (2) (2)

NO NO NO

NO NO

NO NO NO NO

NONO(2) (2) (2)

NO NO (4) (4) (4) (4) (4) (4)

(4) Daytime operations only.

(3) May be used upon the approval of the engineer.

(2) The stripes shall slope downward to the traffic side for channelization.

(1) Not allowed on centerline delineation along freeways or expressways.

NO

6. Use alternating orange/white on interconnected devices.

the alternate path.

having a slope of 12:1 or flatter and having a width equal to

paths with a firm, stable, and slip resistant temporary ramp

5. Treat height differentials > 1/2" in the surfaces of alternate

4. Alternate pathways shall be firm, stable, and slip resistant.

and to provide continuous guidance through or around work.

3. Interconnect pedestrian channelizers to prevent displacement

continuous walls.

2. Hand trailing edges and detection plates are optional for

into the pathway.

1. Support device shall not project beyond the detection plate

Sh. No.

2018 3935

26

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE702 06/01/15

L.E.R.

R.W.B.

Kristina Ericksen

CHANNELIZING DEVICES

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


67 C-4851-01

1000’

500’ 500’

500’

500’500’

OR

48"x 4

8"

W20-3

48"x 4

8"

W20-3

48"x 3

0"

R11-2

OR

NOTE:

60"x 3

0"

R11-4

60"x 3

0"

R11-3

A

WO

RK

SIDE ROAD

FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN

48"X 30"

R11-248"x 30"

R11-2

Note: Sign shown for one approach to intersection (work zone).

OR

WORK

48"x 3

0"

R11-2

60"x 3

0"

R11-4

60"x 3

0"

R11-3

A

48"x 4

8"

W20-1

48"x 2

4"

KG

20-2

48"x 4

8"

W20-3

48"x 4

8"

W20-3

3

2

1


Type 3 barricade

Type 3 barricades

Complete closure

position)

(winged

barricades

Type 3

control plans.

as shown on project traffic

appropriate detour signing,

should be accompanied with

The R11-3A and R11-4 signs

Note: Signs shown for one approach to work zone.

Note: Signs shown for one approach to work zone.

Type 3 barricades

Complete Closure

Type 3 barricade

Type 3 barricade

Type 3 barricades

Complete closure

(staggered position)

Type 3 barricades

(no decimal mileage)

mile41Length to the nearest

Use R11-3a if 1 mile or more

Use R11-4 if less than 1 mile

(typ.)

House or field entrance

or field entrance

Last access for house

FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE (MAINLINE OR SIDE ROAD)

use R11-3a if 1 mile or more

Use R11-4 if less than 1 mile

mileage)

mile (no decimal41

Length to the nearest

or public road (typ.)

House, field entrance,

Channelizing device

FIGURE 3: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS

post near each outside corner of the end barricades.

low intensity warning light shall be mounted to the vertical

When barricades are placed end-to-end or staggered, a Type "A"

total area of the three rails.

cover more than 50% of the top two rails or 33% of the

Approved signs mounted on Type 3 barricades should not

20"

20"

6"

6" 45°

TYPE 3 BARRICADE WITH LIGHTS

48" Min.

12" Max.

8" Min.

Min.

5’

OrangeWhite

mounted to the vertical post (typ.)

Type "A" low intensity warning light

DETECTABLE BARRICADE

32" Min.

2" Max.

6" Min.

when used

Audible device location

ROAD CLOSED GENERAL NOTES

Pedestrian barricade

R11-3a or R11-4 sign where applicable.

The words "BRIDGE OUT" (or BRIDGE CLOSED) may be substituted for the words "ROAD CLOSED" on the

to the point of complete closure of the roadway is 1 mile or greater.

The R11-3a (ROAD CLOSED # MILES AHEAD LOCAL TRAFFIC ONLY) sign shall be used when the distance

when the distance to the point of complete closure of the roadway is less than 1 mile.

The R11-4 (ROAD CLOSED TO THRU TRAFFIC or ROAD CLOSED LOCAL TRAFFIC ONLY) sign shall be used

completely close the roadway.

end-to-end Type 3 barricades shall be placed just beyond the last access point in the work zone, to

shall be longitudinally staggered to maintain the appearance of a closed roadway. A second line of

As shown in Figure 3, when local traffic must be allowed access into the work zone, Type 3 barricades

sign shall be used with Type 3 barricades (winged position), placed on the shoulders of roadway.

TRAFFIC ONLY) or R11-4 (ROAD CLOSED LOCAL TRAFFIC ONLY or ROAD CLOSED TO THRU TRAFFIC)

location where the roadway is completely closed, the R11-3a (ROAD CLOSED # MILES AHEAD LOCAL

As shown in Figure 1, at the point where thru traffic must detour and local traffic can proceed to the

WITH OPPOSITE SIDEWALK AVAILABLE

FIGURE 4: TYPICAL SIGNING FOR SIDEWALK CLOSED

WORK SPACE

24"x 1

2"

R9-9

24"x 1

8"

R9-11

24"x 18"

R9-11

24"x 1

8"

R9-11

24"x 18"

R9-11

24"x 12"

R9-9

Orange Rail

White Rail

WORK SPACE

SP

AC

E

4. Do not use warning lights on audible devices.

3. Do not use warning lights on pedestrian barricades.

2. Barricades shall be used to close the entire width of the pathway.

plate into the pathway.

1. Support device shall not project beyond the detection

SPACE

XX

67 C-4851-01 2018 36 39

Sh. No. XXX

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE704 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

CLOSURES

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

MIL

ES

AHEA

D

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

RO

AD

CL

OS

ED

ROAD

CLOSED

ROAD

CLOSED

RO

AD

CL

OS

ED

TH

RU

TR

AFFIC

RO

AD

CLOSED

TO

RO

AD

AHEA

D

WO

RK

RO

AD

CL

OS

ED

500

FT

RO

AD

CL

OS

ED

1000

FT

RO

AD

CL

OS

ED

500

FT

RO

AD

CL

OS

ED

1000

FT

EN

D

RO

AD

WO

RK

SID

EW

ALK

CLOSED

CROSS

HERE

AHEA

D

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SID

EW

ALK

CLOSED

CROSS

HERE

AHEA

D

SID

EW

AL

K

CL

OS

ED

SIDEWALK

CLOSED

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

MIL

ES

AHEA

DX

X

3" C

48"x 12"

6" C

48"x 24"

6" C

SIGN LAYOUT INFORMATION

STD. SIZE EXPWY/FREEWAY

24"x 6"

W8-11

W7-3a

EXPWY/FREEWAY

STD. SIZE

48"x 24"

6" C

EXPWY/FREEWAY

STD. SIZE


10" D6" C

KG20-2

KM4-2O

KG20-5

SP-01

EXPWY/FREEWAY

STD. SIZE

8" D

48"x 48"

W8-17

EXPWY/FREEWAY

STD. SIZE

48"x 48"

MUST HAVE UPPER AND LOWER CASE LETTERS.

ALL CITY NAMES AND STREET NAMES ON SPECIAL SIGNS AND DESTINATION SIGNS

(SPECIAL SIGN)

W8-17P

EXPWY/FREEWAY

STD. SIZE

30"x 24"

(OPTIONAL)


10" D6" C

SP-02

(SPECIAL SIGN)

UPPERCASE: UPPERCASE:

LOWERCASE: LOWERCASE:4.5" C 8" D

Bottom

Min.

6’ - 12’

5’

MIN.

should

er

Edge of

6’

Roadway

traveled way

Edge of of sign

Rural Urban

each other.

pavement. Signs shall not overlap

sign to the near edge of the

4’ measured from the bottom of the

mounted below another sign may be

3) The height of the secondary sign

minimum of 7’ above the ground.

breakaway posts shall be mounted a

50 square feet installed on multiple

2) Large signs having an area exceeding

pavement.

the bottom of sign to the near edge of the

at a minimum height of 5’ measured from

1) Ground-mounted signs shall be mounted

FLAG

FLAG STAFF

sign post

light mounted to action warning

Type "A" low intensity warning

65°

45° TO

65°

45° TO

9"

3"

9"

3"

12"

5"

48"

48"

7"

5"

8"

4"

3’-0"8"

3"

4"

4"X

3.1"41.8"

3.1"

0,0

Y

0.9"

MOUNTING

BACKGROUND

LEGEND/BORDER

WIDTH x HEIGHT

SIGN NUMBER

CORNER RADIUS

BORDER WIDTH

GROUND

3.0"

4’-0" x 3’-0"

FINES DOUBLE

KI-104a

23.0

D

8.0

28.69.7 6.4 3.2 7.3 6.4 5.4 9.7

11.0

D

8.0

40.33.9 6.9 7.5 7.3 7.3 6.4 4.9 3.9

4.0

D

4.0

41.83.1 1.6 2.7 3.2 4.3 3.8 3.6 2.8 3.2 3.4 3.8 3.6 3.2 2.7 3.1

Y

FONT

HT

LENLETTER SPACINGS

KI-105a

SPACINGS ARE TO START OF NEXT LETTERDIMENSIONS IN INCHES

4’-0"

F I N E S

D O U B L E

I N W O R K Z O N E S

1.0"

TYPE:

TYPE:

COLOR:

COLOR:

MOUNTING

BACKGROUND

LEGEND/BORDER

WIDTH x HEIGHT

SIGN NUMBER

CORNER RADIUS

BORDER WIDTH

REFLECTIVE

GROUND

4.0"

4’-0" x 4’-0"

WHITE

BLACK

NON-REFLECTIVE

GIVE EM A BRAKE

STRIPE WIDTH 3.0"

COLOR:

TYPE:STRIPES REFLECTIVE

ORANGE

LEGEND FONT

25 DEGREE SLANT

DUTCH 801 ROMAN SWC

The informational signs are not to interfere with the traffic control signs for the project.

may designate a more appropriate location if conditions dictate.

Install signs a minimum of 500’ in advance of the road work ahead sign. The engineer

direction of traffic.

Typically, there are two sets of informational signs installed per project: one for each

Notes:

2. With the engineer’s approval, use acceptable alternative sign stands.

1. Shift the sign location. Do not violate minimum sign spacing.

In the case of hitting rock when driving posts

posts.

post. All signs less than 9’ in width shall use a maximum of two wood

posts may be used with a minimum of 4’ between the centerline of each

When the sign width is equal to or greater than 9’, three or more wood

Bottom

Face of

Fro

m t

op

Roadway

* 7’

Min.

of curb

of sign

curb

* 2’ Min.

back of curb.

walkway nor shall it project beyond the

the sign and shall not protrude into the

the pedestrian pathway to the bottom of

minimum of 2’ measured from the top of

6) Pedestrian detour signing shall be a

minimum of 7’ above the ground.

breakaway posts shall be mounted a

50 square feet installed on multiple

5) Large signs having an area exceeding

overlap each other.

near edge of the pavement. Signs shall not

measured from the bottom of sign to the

mounted below another sign may be 6’

4) The height from of the secondary sign

facilities.

not project more than 4" into pedestrian

3) Signs mounted lower than 7’ should

bicycle traffic.

or areas designated for pedestrian or

supports should be located on sidewalks

2) Neither portable nor permanent sign

of sign to the near edge of the pavement.

height of 7’ measured from the bottom

1) Signs shall be mounted at a minimum

*

TYPE: REFLECTIVE

COLOR: WHITE

TYPE: NON-REFLECTIVE

COLOR: BLACK

by the engineer.

Mileage to be determined

EXPWY/FREEWAY

STD. SIZE

8" D

48"x 48"

EXPWY/FREEWAY

STD. SIZE

8" D

48"x 48"

EXPWY/FREEWAY

STD. SIZE

30"x 24"

W8-15

W8-15p

W8-7

3

2

1


XXX

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE710 06/01/15

R.W.B.

R.W.B.

Kristina Pyle

SIGN INFORMATION

TRAFFIC CONTROL

KD

OT G

raphics C

ertified

KDOT Graphics Certified 06-01-2015Sh. No.

67 C-4851-01 2018 37 39

UNEVE

LANES

N

END

ROAD WORK

NEXT

X MILES

WORK ZONE

PILOTCAR

IAW T ROF

US-75 CLOSED

FOLLOW DETOUR

NB

SHOULDER

DROP-OFF

US-75 CLOSED

FOLLOW DETOUR

’EM A

BRAKE

GIVE

FINES

DOUBLEIN WORK ZONES

GROOVED

PAVEMENT

GRAVEL

LOOSE

Sign post

Ground line

AA

Sign post

6"B B

Ground line

Sign post

3"

3 1/2"

42" min.

4 3/4"

14 1/2"

5 1/2"

3"

3 1/2"

3 1/2"

5 1/2"

3 1/2"

3 1/2"

BB

AA

AA

Bottom of sign post

Ground line Ground line

Stub post

Bottom of stub

Direction

Of tr

avel

Stub

Sign post

Spacer

Top of stub

Side elevationFront elevation

Side elevation

4" x 4" Wood post in soil 4" x 6" Wood post in soil

44" Min.44" Min.

Section B-B

Sign post

sleeve

Post anchor

length

stub post

84" Min.

at ground level

Install corner boltGround line Ground line

ground line

ends and at

bolt at both

Install corner

Place bolts in the same corner along each sign post.

the spliced pieces of U-Channel.

Use manufacturer recommended spacers over the bolts between

through the holes nearest the ends of the splice.

Place two bolts at both ends of the splice

Notes:

of stub)

non-impacting side

(splice post to

Sign post

Details for 2", 2 1/4", or 2 1/2" sign posts

sleeve

post anchor

gap

8" Min.

Post anchor

or compacted fill

Undisturbed earth

or compacted fill

Undisturbed earth

Post anchor

1 1/2" Max.

Post anchor Post anchor

corner bolt

5/16" Std.

jam nut

5/16" Hex

Section A-A

corner bolt

5/16" Std.

jam nut

5/16" Hex

Telescoping P.S.S.T. detailP.S.S.T. detail

6" Min.

1 1/2" Max.

length

splice

18" Min.

or compacted fill

Undisturbed earth

traffic

Direction ofat 6" centers

3/8" dia. holes

traffic

Direction of

hole

dia.

1 1/2"

or compacted fill

Undisturbed earth

wood post

treated

4" x 6" s4s

at 6" centers

3/8" dia. holes

42" Min.

wood post

treated

4" x 4" S4SLC Post = C FootingL

4" Max.

Section A-A Section B-B

or compacted fill

Undisturbed earth

setup

Wood post

setup

3 lb/f U-Channel

ends of the splice

Install bolts at both

lap splice

18" Min.

line (impact side)

of splice to ground

24" Min. from bottom

42" Min.

Section A-A

Perforated square steel tube (P.S.S.T.) post setup

See TE710 for additional

details and requirements

3

2

1


Sh. No. XXX

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE712 06/01/15

B.A.H.

R.W.B.

Kristina Pyle

SIGN POSTS

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


67 C-4851-01 2018 38 39

Recapitulation Of Quantities

Work Zone Sign (Special)

Work Zone Signs

Lighted Devices

0-9.25

Sign No. 16.25 Sq.Ft. & Less 16.26 Sq.Ft. & Over

Sign No.9.26-16.25 16.26 & Over

Size - Sq.Ft.

Item Quantity Unit

Work Zone Signs (O To 9.25 Sq.Ft.)

Work Zone Signs (9.26 To 16.25 Sq.Ft.)

Work Zone Signs (16.26 Sq.Ft. & Over)

Channelizer (Fixed)

Channelizer (Portable)

Work Zone Warning Light (Type "A" Low Intensity)

Work Zone Warning Light (Red Type "B" High Intensity)

Arrow Display

Portable Changeable Message Sign

Pavement Marking (Temporary)

Solid (Line Masking Tape)

Broken (Line Masking Tape)

Pavement Marking Removal

Work Zone Sign (Special) (16.25 Sq. Ft. & Less)

Work Zone Sign (Special) (16.26 Sq. Ft. & More)

Temporary Raised Pavement Marker (Type I)

Temporary Raised Pavement Marker (Type II)

Traffic Signal Installation (Temporary)

Traffic Control (Initial Set Up)

Traffic Control

Flagger (Set Price)

Lump Sum

1 Hour

Lump Sum

Lump Sum

Lump Sum

Each

Each

Each

Each

Lin. Ft.

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Arrow Display

Portable Changeable Message Sign

Channelizing Devices

Fixed Portable

Barricades

Sta./Line

Flexible Raised Pavement Marker (4" Broken (8.0’))

W20-7 2

Work Zone Barricades (Type 3 - 4’ To 12’)

Symbol (Type I)

Symbol (Type II)

Project At Any One Time

Quantity Most Used On The

(Type "A" Low Intensity)

Work Zone Warning Light

(Red Type "B" High Intensity)

Work Zone Warning Light

(4’ To 12’)

Type 3

Each

Each

(Each Per Day)

Traffic Control Devices

Summary Of

(Each)

Traffic Control Devices

Summary Of

4" Broken (8.0’) (Type I)

4" Broken (8.0’) (Type II)

4" Broken (3.0’) (Type I)

4" Broken (3.0’) (Type II)

4" Dotted Extension (Type I)

4" Dotted Extension (Type II)

4" Solid (Type II)

4" Solid (Type I)

Each Per DayWork Zone Barricades (Pedestrian)

Channelizer (Pedestrian) Each Per Day

Flexible Raised Pavement Marker (4" Broken (3.0’) )

PedestrianPedestrian

3

2

1


67 C-4851-01 2018 39 39

Sh. No. XXX

Dra

wn B

y :

File :

untitled

Plotted :

$$

DG

NS

PE

C$$

$S

YTIM

E$$

$$

KD

OT

GR

P$$

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE795 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

RECAPITULATION OF QUANTITIES

SUMMARY OF DEVICES

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


Documents

SYMBOL KEY INDEX OF SHEETS - kdotapp.ksdot.org for processed signs ... either underground or overhead, ... refer to standard alphabet for highway signs and markings symbols should