MUNCIE DR.

ROSEDALE DR.

LANE

ARGEN

TINE

BLVD.

S.S

T.26TH

STEELE RD.

DOUGLAS

WASHINGTON

ORVILLE AVE.

MINNESOTA AVE.

METROPOLITAN AVE.

AVE.

OSAGE

AVE.

CHEYENNE AVE.

KANSAS AVE.

RIDGE AVE.

PACIFIC AVE.

BLVD.

GRANDVIEWBARNETT

SWARTZ RD.

SPEAKER RD.

RUBY TRWY.

STRONG

AVE.

ORVILLE

AVE.

STATE AVE.

CENTRAL AVE.

GIBBS RD.

BLVD.

S 10TH S

T

N.

50TH

DR.PARK S.

ST.

BLV

D.

WO

ODLA

ND

DR.

HA

AS

ST.

30T

H.

S.

ESPENLA

UB

S.

18TH S

T.

S. 2

1STS

T.

BALL

10TH

ST.

12TH ST

S. S.

ST.

ST.

57T

H. ST.

S. 59TH S

T.

S. 55TH S

T.

KE

Y L

N.

S. 51ST S

T.

S. 49TH S

T.

S. 22N

D S

T.

24TH

32N

D

S. 18T

H S

T.

S. 42N

D S

T.

N. 32N

D S

T.

N. 18T

H S

T.

N. 13T

H S

T.

13TH

S. 14T

H S

T.

S. 26T

H S

T.

N. 8TH S

T.

S. 10TH S

T.

N. 10T

H S

T.

N. 47T

H S

T.

ST.

N. 61ST S

T.

N. 59TH S

T.

N. 29TH S

T.

S.

MIL

L S

T.

1 62

11 12

13

14

23 24

25

26

5

78

9

16

17

18

1920

21

28

29

30

31

SYS.

Jersey

Creek

BigEleven

Lake

Cr.

Brenner

Heig

hts

Cr.

Mattoon

3.2

1.0

2.0

0.5

2.8

2.31.7

1.7

13.3

3.3

3.1

1.4

1.0

24

32

40

69

4069

635

70

BAYARD AVE.

Plotte

d

By: s

we

ber

Plot

Locatio

n:

Brid

ge

KA5628-01-Title Sheet.dgn

File:

Plot

Date: 0

6-

AU

G-2020 14:4

9

Traffic will be carried through construction.

Signing

KANSAS PROJECT

DEPARTMENT OF TRANSPORTATION

STATE OF KANSAS

See Page 3 for Index of Sheets.

PROJ. NO. 105-70 KA-5628-01

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

2021 1

1

70-105 KA-5628-01

WYANDOTTE COUNTY

I-70

Sheet No.Sheet No.

OVERHEAD SIGN REPLACEMENT

30

Truss Structure

Overhead Sign

105S0319

CA

Dconform C

ertify T

his File

CADconform Certify This File

KANSAS DEPARTMENT OF TRANSPORTATION

Approved ______________________ Date

State Transportation Engineer

By:

Chief, Bureau of Structures and Geotechnical Services

Aug 07, 2020

KANSAS DEPARTMENT OF TRANSPORTATION

SHEETS

TOTALSHEET NO.

KANSAS

STATE YEAR

Signature Seal Sheet

PROJECT N0.

RD048 KD

OT G

raphics C

ertified

KDOT Graphics Certified 01-24-2018 Sheet No.

D

ESNECI

L

SASNA

K

22017

NO

S

REDNA .P AL

RA

C

RE

E

NIGNE LANOIS

SE

F

OR

P

Aug 06, 2020

Name: Carla P. Anderson

Co. Name: KDOT Trans. Safety & Tech.Sheet Range: 23-30

Name:Co. Name:Sheet Range:

Karen Peterson

KDOT Structures and Geotech

12-22

D

ESNECI

L

SASNA

K

17957

NO

SRETEP .S.M

N

ER

AK

RE

E

NIGNE LANOIS

SE

F

OR

P

Aug 07, 2020

MOUNT ON PSST POST

SUMMARY SHEET (INSTALLATIONS & REMOVALS)

SUMMARY SHEET (REMOVAL & RESET)

POSITIONING, DESIGN, & MOUNTING OF DELINEATORS

Construction (2015 edition) and Special Provisions.

conform to the Standard Specifications for State Road and Bridge

The materials and fabrication for signing and delineation work shall

business logo plaque prior to the plaque becoming the property of KDOT.

Contractor will be assessed a replacement cost for any damage to a

KDOT, at which time the plaques become the property of KDOT. The

business logo plaques removed and transported to location determined by

Specific service (LOGO) signs that are to be removed shall have the

to or after the sign is installed.

Contractor shall not make any field modifications to the mounting bolt prior

not extend more than a nominal 1 inch beyond the sign post. The

The Contractor shall provide mounting bolts that are of a length that does

installation of a new sign.

resetting of a sign, the removal and replacement of a sign, or the

the backfill soil shall comply with the specifications after the removal and

An existing sign post installation shall be plumb and the compaction of

supports.

working around shrubbery while removing or installing signs or sign

signs, supports, or footings. The Contractor shall exercise care when

signs that are to remain and will be held responsible for any damage to the

The contractor shall exercise caution when working around any existing

drilling, or driving the support footing and the erection of the sign support.

system. The installation of sign supports shall include the excavation,

overhead, and will be held responsible for any damage incurred to the

supports in and around areas where utilities exist, either underground or

The Contractor shall exercise caution at all times when installing sign

determined by the Engineer.

standards are to be removed when the project is completed or as

replaced, removed, or do not follow the current MUTCD signing

or the new signing is applicable. The existing signs that are being

signing are to be completely covered until the existing signs are removed

New signs erected on the project which are in conflict with existing

at the same time.

work such that the phases of construction may proceed and be completed

signing and delineator work shall be sequenced with any other contract

In order to expedite the completion of the project for traffic service, the 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)

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

2

3

4

5

6

PLAN SHEETS (INSTALLATIONS)

DETAILS FOR REINFORCED PANELS

MOUNTING OF REINFORCED PANEL SIGNS ON I-BEAM POSTS

INDEX OF SHEETSGENERAL NOTES

Sh. No.

POSITIONING, DESIGN, & MOUNTING FOR OBJECT MARKERS (TYPE 2 & 3)

POSITIONING FOR CHEVRON (W1-8) SIGNS

TYPE 'A' DELINEATOR (RIGID) (BK-BK)

TYPE 'A' DELINEATOR (FLEXIBLE) (BK-BK)

TYPE 3 OBJECT MARKER (BK-BK)

3

3

KANSAS DEPARTMENT OF TRANSPORTATION

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020 1

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2

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10/01/19

E.W.N.

D.B.

D.D.G.

D.D.G.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE402 10/01/2019

D.D.G.

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

W.S.B.

Steven A. Buckley

Changed symbols, notes, & index

Changed General Notes and Spec Book Date

AND INDEX

GENERAL NOTES

SIGNING SYMBOL KEY

7/1/03

SIGNATURE SEAL SHEET

10

11

12

13

14-22

23-31

SIGN LAYOUTS

PERMANENT SIGN PLAN

CONSTRUCTION LAYOUT

SPECIAL STRUCTURAL SIGN SUPPORTS

TRAFFIC CONTROL

KD

OT G

raphics C

ertified

KDOT Graphics Certified 04-07-2020

202170-105 KA-5628-01 30

for detailed specifications.

See standard plan sheet TE590NOTE:

SIGNS, POSTS, & FOOTINGS TO BE INSTALLED ON PROJECT

SIG

N D

ESIG

NA

TIO

N

MO

UN

T A

BO

VE G

UID

E

FL

AT S

HEET

PA

NEL

REIN

FO

RC

ED

OV

ER

LA

Y

SIG

N

FL

AT S

HEET

PA

NEL SIG

N

REIN

FO

RC

ED

TU

BIN

G

ST

RU

CT

UR

AL

BE

AM

3I2.2

5 A

LU

MIN

UM

2 L

B P

ER F

T

3 L

B P

ER F

T

A572 (

ALT)

A36

A572 (

ALT)

A36

A572 (

ALT)

A36

PO

ST

FO

OTIN

G

PO

ST

FO

OTIN

G

PO

ST

FO

OTIN

G

PO

ST

FO

OTIN

G

DIA.

18"

DIA.

24"

DIA.

30"

DIA.

24"

DIA.

30"

STEEL BEAM POSTS

GALVANIZED

(PSST) POSTS

PERFORATED SQUARE STEEL TUBE

POST

WOOD

A36 A572 (ALT)

STEEL BEAM POST

TA

PE

RE

D T

UB

E

SIN

GLE

SIGN STRUCTURE TYPE

MO

UN

T

VE

RTIC

AL S

UPP

OR

TFABRICATION

TYPE OF SIGN

U-POSTS

AT

TA

CH

ME

NT

BRID

GE M

OU

NT

NU

MB

ER

PL

AN S

HEET

SH

EET N

UM

BE

R

SIG

N L

AY

OU

T

DESIGNATION

SIGN

SIGN SIZE/ I

NS

TA

LL P

OSITIO

N

CE

NT

ER

LIN

E L

OC

ATIO

N

BR

AC

KET

BR

AC

KET

QUANTITIES SHEET

Sh. No.

OV

ER

HE

AD

CA

NTILE

VE

R

BU

TT

ERFL

Y

MA

ST A

RM

4" X 6" POSTS

WOOD STEEL CONCRETE FOOTINGS

W6x9 W10x12 W10x22 1 3/4" 2" 2 1/4" 2 1/2"

CENTERLINE LOCATION INSTALL POSITION

C - On the Centerline

R or RR - Right of Centerline

L or LL - Left of Centerline

G - Gore Mount

OH - Overhead MountO - Offset Mount

M - Median MountS - Shoulder Mount

4

4

2

1 7/23/10

10/01/19 E.W.N.

D.B.

D.D.G.

D.D.G.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

TE430 10/01/2019

D.D.G.

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

K.S.

B.B.

Steven A. Buckley

Added Tapered Tube. Removed Couplers.

Added Coupler and Coupler/Footing Quantity

7/1/03

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STATE

KANSAS

PROJECT NO. YEAR SHEET NO.TOTAL

SHEETS

NU

MB

ER

CO

UN

TY S

ERIA

L

105S0069 Existing 1OH11

202170-105 KA-5628-01 30

KD

OT G

raphics C

ertified

KDOT Graphics Certified 04-08-2020

BID ITEMS

RECAPITULATION OF SIGNING & DELINEATION BID ITEMS

UNITS

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 (2-1/4" PERFORATED SQUARE STEEL TUBE)

SIGN POST (2-1/2" 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 STUB WITH BREAKAWAY BASE PLATE (W10X12)

SIGN POST STUB WITH BREAKAWAY BASE PLATE (W10X22)

SIGN POST BREAKAWAY BASE PLATE (W6X9)

SIGN POST BREAKAWAY BASE PLATE (W10X12)

SIGN POST BREAKAWAY BASE PLATE (W10X22)

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)

SIGN POST FOOTING (2-1/4" PERFORATED SQUARE STEEL TUBE)

SIGN POST FOOTING (2-1/2" 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

QUANTITIES

APPROXIMATEUNITS

Sh. No.

equivalent A36 steel unit prices in the contract.

the A572 Grade alternate steel, the payment will be based on the

footings will be based on A36 Grade steel quantities. When furnishing

The contract bid for steel beam posts, stub posts, base plates, and

Note:

5

5

KANSAS DEPARTMENT OF TRANSPORTATION

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E.W.N.

D.B.

D.D.G.

D.D.G.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE450 10/01/2019

D.D.G.

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

K.D.S.

Steven A. Buckley

Removed PSST coupler and changed the tables

Changed Bid Items as per Spec Book (2007)

BID ITEMS

SIGNING & DELINEATION

RECAPITULATION OF

7/1/03

MOBILIZATION

CONTRACTOR CONSTRUCTION STAKING

LUMP SUM LUMP SUM

LUMP SUM LUMP SUM

202170-105 KA-5628-01 30

OVERHEAD SIGN TRUSS (70.1'-80') (ALUMINUM) EACH

LUMP SUM LUMP SUMREMOVAL OF EXISTING STRUCTURE

1

KD

OT G

raphics C

ertified

KDOT Graphics Certified 07-30-2020

A A

POST CLIP

POST

I-BEAM

PANEL SIGN

REINFORCED

PANELS TO I-BEAM POST

MOUNTING OF REINFORCED

1"

2 3/16"

5/16"

1 3/8"

1 3/16"

3/8" - 16UNC

1 3/4"

3/16"

5/8"

5/8"

ALUMINUM

POST CLIP BOLT

ALUMINUM

POST CLIP

SMALLER DIMENSION IS EQUAL TO THE SQUARE HEAD DIMENSION.

THE POST CLIP BOLT MAY HAVE A RECTANGULAR HEAD, IF THE

DETERMINED BY THE ENGINEER.

SIGN POST THAT MORE CLOSELY FITS THE SPACINGS AND AS

POSTS, THEN THE I-BEAM IS TO BE MOVED TO THE SIDE OF THE

SHOWN. IF THE I-BEAM SPACING CONFLICTS WITH THE SIGN

THE ALUMINUM I-BEAMS ARE TO BE MOUNTED AT THE SPACINGS

TWO EXITS (ONE LEFT AND ONE RIGHT) - CENTER OF SIGN

LEFT EXIT - LEFT EDGE OF SIGN

RIGHT EXIT - RIGHT EDGE OF SIGN

ACCORDING TO THE DIRECTION OF THE EXIT:

THE E1-5 SIGN SHALL BE POSITIONED ABOVE THE GUIDE SIGN

H2 - H1 + 12" OR TO THE BOTTOM OF THE NEXT STIFFENER

H1 - HEIGHT OF ADDED SIGN (E1-5)

* - CENTERLINE OF ALUMINUM I-BEAM

NOTES:

ALL DIMENSIONS ARE IN INCHES.

(2 I-BEAMS)

E1-5 MOUNTING FROM RIGHT EXIT

(3 I-BEAMS)

E1-5 MOUNTING FROM RIGHT EXIT

SECTION A-A

AND ESNA STOP NUT (NYLON FIBER)

POST CLIP BOLT, FLAT WASHER

POST CLIP WITH 3/8" X 1 3/4"

PANEL

REINFORCED

1/5W 3/5W 1/5W

H2

H1

1/8 W 3/8 W 3/8 W 1/8 W

Sh. No.

KANSAS DEPARTMENT OF TRANSPORTATION

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REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE490 7/22/2003

D.D.G.

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

B.A.H.

Steven A. Buckley

ON I-BEAM POST

REINFORCED PANEL SIGN

DETAILS FOR MOUNTING

7/1/03

KD

OT G

raphics C

ertified

KDOT Graphics Certified 07-17-2018

6

6

202170-105 KA-5628-01 30

36"

2"

9" 9" 9" 9"

SHEET 0.080" THICK

SIGN PANEL

PANEL STIFFENER

36" PANEL

30" PANEL

2"

30"

10" 10" 10"

24" PANEL

18" PANEL

12" PANEL

24"

2"

8"8" 8"

2"

9" 9"

18"

12"

2"

STRUCTURAL SIGN PANEL WIDTHS

SEE NOTE

1.793"

1.920"

0.062" R

0.062"

0.062" R

0.080"

0.080"

0.080"0.080"

0.416"

0.687"

0.139"

0.5"

0.156"

0.139"

SEAM WELDING

CENTERLINE OF SPOT

PANEL STIFFENER

SLOTS

PANEL CONNECTOR

PANEL CONNECTIONS

ROUNDS AND FILLETS.

0.016" RADIUS ON ALL UNSPECIFIED STIFFENER.

AND A MINIMUM OF 1/2" FROM THE EDGE OF THE

SPOT ON 8" CENTERS THE LENGTH OF THE STIFFENER

SIGN PANEL USING INTERMITTENT SEAM WELDING WITH

SIGN PANEL STIFFENERS SHALL BE ATTACHED TO

NOTE:

ALL DIMENSIONS ARE IN INCHES.

9"

OR

6"

3"

13/16 "

7/16" X 7/8" SLOT

12"

SHEET

SIGN PANEL

WASHERS AND HEX NUT.

HEX BOLT, 2 FLAT

ALUMINUM 3/8" X 3/4"

Sh. No.

202170-105 KA-5628-01 30

KANSAS DEPARTMENT OF TRANSPORTATION

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REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE551 7/22/2003

D.D.G.

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

B.A.H.

Steven A. Buckley

EXTRUSHEET FABRICATION

REINFORCED PANEL DETAILS

7/1/03

KD

OT G

raphics C

ertified

KDOT Graphics Certified 07-17-2018

7

7

WASHERS AND HEX NUT.

HEX BOLT, 2 FLAT

ALUMINUM 3/8" X 3/4"

SLOTS

PANEL CONNECTOR

9"

OR

6"

3"

13/16 "

7/16" X 7/8" SLOT

12"

SHEET

SIGN PANEL

ALL OTHER PANELS ARE TO BE THE 12" PANEL.

PANEL AT THE TOP OR BOTTOM OF THE SIGN.

HEIGHT IN INTERVALS OF 6", USE THE 6"

FOR EXTRUDED PANEL SIGNS WITH AN OVERALL

NOTE:

ALL DIMENSIONS ARE IN INCHES.

AND FILLETS.

UNSPECIFIED ROUNDS

0.031" RADIUS ON ALL

0.078" FOR 6" PANEL

DETAIL "B"

DETAIL "A"

PANEL CONNECTIONS

12" PANEL

6" PANEL

0.078"

0.078" 0.078"

0.687"

0.453"0.125"

0.138" 0.139"

0.094"

0.375"

0.250" R

0.094"

0.125"

0.015"

0.5"

SEE DETAIL "B"

SEE DETAIL "A"

SEE DETAIL "B"

FULL RADIUS

SEE DETAIL "A"

0.250" R

2.0"

6"

0.125

12"

0.250" R

0.094"2.0"

6"

0.125

Sh. No.

202170-105 KA-5628-01 30

KANSAS DEPARTMENT OF TRANSPORTATION

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REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE554 7/22/2003

D.D.G.

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

B.A.H.

1 OF 2

EXTRUDED FABRICATION 0.125"

REINFORCED PANEL DETAILS

7/1/03

KD

OT G

raphics C

ertified

KDOT Graphics Certified 07-17-2018

8

8

12" PANEL

6" PANEL

DETAIL "B"

DETAIL "A"

SLOTS

PANEL CONNECTORPANEL CONNECTIONS

2

0.080

6 6

12

0.250 R

0.125

0.080

0.080

0.125 R

0.125

0.438

0.625

0.986

0.687

0.410

0.188

0.125

0.264

0.080

0.080

0.080

0.015

0.220 R.

0.015

0.500

2"

0.080

6"

SEE DETAIL "A"

FULL RADIUS

SEE DETAIL "B"

SEE DETAIL "B"

FULL RADIUS

SEE DETAIL "A"

SIGN. ALL OTHER PANELS ARE TO BE THE 12" PANEL.

OF 6", USE THE 6" PANEL AT THE TOP OR BOTTOM OF THE

FOR EXTRUDED PANEL SIGNS WITH AN OVERALL HEIGHT IN INTERVALS

ALL DIMENSIONS IN INCHES

AND HEX NUT.

HEX BOLT, 2 FLAT WASHERS

ALUMINUM 3/16 " X 3/4 "

9"

OR

6"

3"

13/16 "

7/16" X 7/8" SLOT

12"

SHEET

SIGN PANEL

ROUNDS AND FILLETS.

.016" RADIUS ON ALL UNSPECIFIED

NOTE:

Sh. No.

202170-105 KA-5628-01 30

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

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555.d

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Bridge

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE555 7/22/2003

D.D.G.

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

B.A.H.

Steven A. Buckley

2 OF 2

EXTRUDED FABRICATION .080"

REINFORCED PANEL DETAILS

7/1/03

KD

OT G

raphics C

ertified

KDOT Graphics Certified 07-17-2018

9

9

DETAILED SPECIFICATIONS FOR FLAT SHEET SIGNS AND OVERLAY PANELS DETAILED SPECIFICATIONS FOR REINFORCED PANEL SIGNS

other details are shown in the plans.

book (2004 edition and supplements), unless

the FHWA Standard Highway Signs and Markings

height, and letter series) shall be as shown in

The design details for signs (color, letter

in the plans.

8'-0" in height, unless other details are shown

are 4'-0" in length and less than or equal to

sheet blanks shall also be used for signs that

other details are shown in the plans. Flat

less than or equal to 4'-0" in height, unless

are less than or equal to 7'-0" in length and/or

Flat sheet blanks shall be used for signs that

are shown in the plans.

sheet blank detail sheets, unless other details

fabrication and thickness shown on the flat

All new flat sheet sign blanks shall be of the

or pressure sensitive.

sheeting or lettering film shall be heat activated

The type of adhesive used for retroreflective

background, unless otherwise noted in the plans.

signs shall have a fluorescent yellow-green

supplemental plaques used with these warning

of the S5-1 sign, S4-3p plaque, and any

The school warning signs, the "SCHOOL" portion

the plans.

retroreflective sheeting, unless otherwise noted in

and borders shall be Type IV high intensity

The sheeting used for the direct applied legend

noted in the plans.

intensity retroreflective sheeting, unless otherwise

All sign faces shall be covered with Type IV high

noted in the plans.

intensity retroreflective sheeting, unless otherwise

All sign faces shall be covered with Type IV high

in the plans.

4'-0" in height, unless other details are shown

are greater than 7'-0" in length or greater than

Reinforced panels shall be used for signs that

used only at the top or bottom of signs.

panels shall be used. The 6" panels shall be

fabricated sign panels are used, either 1'-0" or 6"

should be placed entirely on one panel. If extruded

panel dimensions are not shown, a line of legend

and in the position shown. If extrusheet fabricated

panels are used, they shall be of the length, width

panel detail sheets. If extrusheet fabricated sign

fabrication and thickness shown on the reinforced

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

in the plans.

retroreflective sheeting, unless otherwise noted

and borders shall be Type IV high intensity

The sheeting used for the direct applied legend

Sh. No.

KANSAS DEPARTMENT OF TRANSPORTATION

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020 1

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2

1 7/23/10

10/01/19

E.W.N.

D.B.

D.D.G.

D.D.G.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE590 10/01/2019

D.D.G.

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

K.D.S.

Steven A. Buckley

Changed notes

Changed Notes and Sheeting Type

AND FLAT SHEET SIGNS

FOR REINFORCED SIGN PANELS

DETAILS SPECIFICATIONS

7/01/03

KD

OT G

raphics C

ertified

KDOT Graphics Certified 12-17-2019

202170-105 KA-5628-01 3010

10

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'D

CADD

CADD CK.

SHEET NO.

DESIGNED

DESIGN CK.

SCALE

DETAILED

DETAIL CK.

APP'D

QUANTITIES

QUAN. CK.

OF

3

2

1

NO.

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OS02.d

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Plot

Date: 0

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G-2020 14:5

0

STATE

KANSAS

PROJECT NO. YEAR

TOTAL

SHEETSSHEET NO.

Sheet No.Sheet No.

Co.Proj. No.

2021

CA

Dconform C

ertify T

his File

CADconform Certify This File

PLAN VIEW

WYANDOTTE70-105 KA-5628-01

Sta. $EDIT#STATION1$

11 30

11

70-105 KA-5628-01

20'-0"

I-635 North

I-635 S

outh

I-70 West

I-70 East

I-635 South

Location

ñOld Sign

Locati

onññNew

Sign

ñ 105S0069 - Remove existing sign structure and remove footing to 2' below ground elevation

ññ 105S0319 - Construct Overhead Sign Truss Structure and footings.

INTERSTA

TE

635

INTERSTA

TE

635

INTERSTA

TE

635

INTERSTA

TE

635

SO

UT

HN

OR

TH

SO

UT

HN

OR

TH

NORTH

SOUTH

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'D

CADD

CADD CK.

SHEET NO.

DESIGNED

DESIGN CK.

SCALE

DETAILED

DETAIL CK.

APP'D

QUANTITIES

QUAN. CK.

OF

3

2

1

NO.

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Date: 0

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0

STATE

KANSAS

PROJECT NO. YEAR

TOTAL

SHEETSSHEET NO.

Sheet No.Sheet No.

Co.Proj. No.

2021

WYANDOTTE70-105 KA-5628-01

70-105 KA-5628-01

TRUSS

END

SUPPORTS

FOOTINGS

Member 1 Wall Thickness

Member 2 Wall Thickness

Member 2 Wall Thickness

Member 1 Wall Thickness

N=

Left Type

Left

Right

N=

N=

S=

S=

L=

L=

Right Type

X= S= Camber=

ALUMINUM DETAILS

County Serial Number =

0.237

0.307

11

DD

0.237

0.250

1'-6" 6'-2‰" 1„"

3 5'-10•" 25'-2•"

3 5'-10•" 25'-2•"

10'-

0"

24'-8‰" 6'-2„" 24'-8‰"

23'-2…" 12'-0"

3'-11‹"

8'-6" 23'-4‰"

1'-5Ž" 1'-2•"

11Ž" 1'-4"

Walkway

68'-8"

71'-0"

16'-3" 14'-6"

Sho.

8'-0"

Lane

12'-0"

Lane

16'-3"

Sho.

4'-0"

= 6'-2‚"

2 spa. @ 3'-1„"

PLAN

ELEVATION

(looking up station.)

the structure's assigned route at approximate eye level on the right leg

stencils. The serial number will be painted so it is readable from

The serial number shall be painted in black paint using three - inch

853.00'

Footing Elev.

853.00'

Footing Elev.

17'-

4"

Min.

Cl.

{ Footing

105S0319

105S0319

8'-

2‰

"

12 30

12

Construction Layout

71'-0"

Scale: 1

" = 5'

à à

ññ ññthe collector distributor from the existing sign structure.

ì of New Structure is approximately 20'-0" east along

K-4890-01 Plans)

855.00 (Calculated from

Max. Roadway Elev. =

WB I-70

ñ

ñpoint for all elevations.

Use this point as a controlNote:

CA

Dconform C

ertify T

his File

CADconform Certify This File

1'-

6"

structure off site after demolition.

The contractor shall haul the existing

project site from the old sign structure.

Reuse existing signs located on the

105S0319

= 9'-3…"

3 spa. @ 3'-1„"

INTERSTATE

635

INTERSTATE

536

DIMENSIONAL TOLERANCE: All material, in addition to

DESIGN: AASHTO Standard Specifications for Structural

PLATE: All aluminum plate shall conform to ASTM B209, alloy

in accordance with the latest edition of American Welding

ALUMINUM GRATE: Grate shall conform to ASTM B221, alloy

ALUMINUM PIPE: Pipe shall conform to ASTM B241 or B429,

conforming to the appropriate ASTM requirements listed,

shall not vary from the plan dimensions by more than

+/-2%.

except as noted below.

be spliced, only as necessary due to the limitations of

standard stock lengths, handling or transportation

requirements. These splices shall be made using Slip-On

ASTM B241, or B429, alloy 6061-T6. No pipes may be spliced

PIPE: Aluminum pipe for members 1 & 2 shall conform to

Aluminum Welding Flanges, 300 Lb. ASA, ASTM B247, alloy

6061-T6, flat faced or flanges made from aluminum plate

ASTM B209, alloy 6061-T6.

6061-T6, T62, or T651.

FIELD SPLICES: Member 1 , in the truss and end supports may

WELDING AND FABRICATION: Welding and fabrication shall be

Society Specification D1.2 Structural Welding Code -

alloy 6061-T6.

alloy 6061-T6 or 6063-T6.

grating system is an acceptable alternate.

cross bars at 4" centers. Use of an equivalent reticulated

6061-T6 and shall be a pressure lock design. It shall have

BOLTS: All high strength bolts, nuts, and washers shall conform

the requirements of ASTM A153, Class C. One washer

shall be used under the turned element. All miscellaneous

fasteners necessary for sign mounting, walkway, and

ladder shall conform to the "Standard Specifications for

State Road and Bridge Construction" and shall be coated.

Stainless steel bolts may be used in lieu of coated bolts.

Bolts shall have single self-locking nuts or double nuts.

Beveled washers shall be used where bearing faces have

a slope of more than 1:20 with respect to a plane normal

to the bolt axis. Beveled washers may be clipped.

to ASTM A325 and shall be hot-dip galvanized to meet

1•" x ‰" bearing bars at 1‰" centers and •" x ‰"

SIGN MOUNTING AND WALKWAYGENERAL

KFH LESChanges to grating note 3-26-96

SPAN TYPE OVERHEAD

GENERAL NOTES AND SPECIFICATIONS

RDR

LES RDH

BFM DJE

DCD

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'D

CADD

CADD CK.

1

ERECTION AND DEMOLITION

Calvin E. Reed

2 5/11/11 KMP TLF

other notes

Removed steel truss notes Update

Supports for Highway Signs, Luminaires and Traffic

after the drawings have been approved by the Engineer.

of his drawings, for shop fit-ups and field connections,

The Contractor shall be responsible for the correctness

complete shop drawings to the Engineer for approval.

Contract, the Contractor or Fabricator shall submit a set of

SHOP DRAWINGS: Before any fabrication is begun under the

except for casting - utilize ER4043 for casting.

Aluminum. Only ER5556 electrode filler metal shall be used,

ALUMINUM SHAPES: Shapes shall conform to ASTM B308 or ASTM B221,

required.

Specifications. The seal of a Licensed Professional Engineer is not

detailed Erection Plans to the Field Engineer per KDOT

ERECTION PLANS: This is a Category A Structure. Submit

Signals, 2013 Edition with current interims.

ALUMINUM

KDOT Standard Specifications.

edition of ASTM F2437. Installation will adhere to the

rods are to comply with the requirements of the latest

F959 for the ASTM A325 bolts. The DTIs on the anchor

with the requirements of the latest edition of ASTM

DIRECT TENSION INDICATORS: DTIs are to comply

Std.

Base

File:

sl1

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STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

FHWA APPROVAL

KANSAS DEPARTMENT OF TRANSPORTATION

DATENO. REVISIONS BY APP'D

SL

Sheet No.

2021

Special STRUCTURAL SIGN SUPPORTS

SL151A-01 Special

KMP CER7/22/15 3

Note Demolition Plans

Added Note Drilled Shaft Modified

1" of the plan dimensions and located within 2" of the plan elevation.

DRILLED SHAFTS: The top of drilled shafts shall be located within

9/29/2015

301370-105 KA-5628-01

13

Remove footings 12" below existing grade.

CA

Dconform C

ertify T

his File

CADconform Certify This File

The Contractore shall haul the existing structure off site after demolition.

over active traffic without prior approval.

Engineer is not required. No part of the structure will be dismantled

approved Demolition Plans. The seal of a Licensed Professional

Specifications. No Demolition work will begin without

detailed Demolition Plans to the Field Engineer per KDOT

DEMOLITION PLANS: This is a Category A Demolition. Submit

2'-0"

Level

Size

#6

#9

#10

#11

1'-3"

1'-5"

1'-7"

11ƒ"

1'-1‚"

1'-2ƒ"

3'-9"

5'-0"

5'-10"

6'-10"

L J A

8" 6"

#8 11" 8" 4'-4"

#7 10" 7" 4'-0"

Note: Contractor may combine d and p bars into one bar.

20 d bars 13 f1 bars

Size Length Size Length Length LengthSize Size

13 f2 bars 16 f3 bars

Size Length

16 f4 bars

Size Length

20 p bars

LengthSize

8 t bars

15'-0" 6'-9" A

B

C

D

E

F

G

H

|

J

16'-0"

17'-0"

18'-0"

19'-0"

20'-0"

21'-0"

22'-0"

23'-0"

24'-0"

7'-3"

7'-9"

8'-0"

8'-6"

9'-0"

9'-6"

10'-0"

10'-6"

11'-0"

#6 #4 #4 #4 #4 #6 #4 20'-9"

#6

#7

#7

#8

#8

#9

#9

#10

#11

#4

#4

#4

#5

#6

#6

#7

#7

#8

#4

#4

#4

#5

#6

#6

#7

#7

#8

#4

#4

#4

#4

#4

#5

#5

#6

#6

#4

#4

#4

#4

#4

#5

#5

#6

#6

#6

#7

#7

#8

#8

#9

#9

#10

#11

72 860

79

87

93

101

110

119

128

138

148

14.9

16.1

17.0

18.3

19.6

21.1

22.6

24.2

25.9

890

1065

1090

1480

1750

2165

2525

3080

3965

4'-5"

4'-5"

4'-10"

4'-10"

5'-3"

5'-3"

6'-3"

6'-3"

7'-3"

8'-5"

14'-6"

15'-6"

16'-6"

17'-6"

18'-6"

19'-6"

20'-6"

21'-6"

22'-6"

23'-6"

14'-6"

15'-6"

16'-6"

17'-6"

18'-6"

19'-6"

20'-6"

21'-6"

22'-6"

23'-6"

6'-3"

6'-9"

7'-3"

7'-6"

8'-0"

8'-6"

9'-0"

9'-6"

10'-0"

10'-6"

6'-3"

6'-9"

7'-3"

7'-6"

8'-0"

8'-6"

9'-0"

9'-6"

10'-0"

10'-6"

7'-9"

2'-

0"

8'-

0"

6'-0"

See Detail "A"

p bars 20 Req'd

Construction Joint

d bars 20 Req'd

f2 bars

f1 bars

3"

Cl.

3"

Cl.

p bars 20 Req'd

6"

6"

7 Spa.

@ 1'-

0"

#4 t bars

f4 bars

f3 bars

3"

4•"

4•

"

6"

6"

6" 6"

{ F

ooting

2'-

6"

8'-6"

"Lf"/2

"Lf"

"Wf"

(Showing reinforcing steel)

"L"

"J"

"A"

4'-6"

Side Elev. End Elev.

REINFORCING: All dimensions relative to reinforcing steel

are to center line of bar unless otherwise noted.

EXCAVATION: When rock or hard shale is encountered, all

excavation below the top of this material or the top of

the footing, whichever is lower, shall be to neat lines.

See above.

2'-

0"

#4t bar

Lf Wf

13.8

8'-0"

LOADING: AASHTO Standard Specifications for Structural

Supports for Highway Signs, Luminaires and Traffic

BACKFILL: Backfill material shall be placed in one foot lifts

and each lift shall be thoroughly compacted before the

TABLE FOR "d" BARS

PAYMENT: All material and labor necessary to construct each

footing shall be included in the unit price bid for the

are for general information only.

exposed edges with a ƒ" triangular molding.

Wf/2

3"

I

18" "BC"

"d"

specific overhead sign structure. The quantities shown

Lbs.

Reinforcing Steel

Cu. Yds.

Class ||| Excavation

d bar

{ Footing = { Support

20'-9"

20'-9"

20'-9"

20'-9"

20'-9"

20'-9"

20'-9"

20'-9"

20'-9"

#4

#4

#4

#4

#4

#4

#4

#4

#4

7'-9"

7'-9"

7'-9"

7'-9"

7'-9"

7'-9"

7'-9"

7'-9"

7'-9"

BENDING DIAGRAMS

DJE

LES

KFH

LES

KFH KFH

LES DCD

STANDARD STRUCTURAL SIGN SUPPORTS

A

B B

TYPICAL EXCAVATION DETAILS

FOOTING

TYPE

DIMENSIONS

END ELEVATIONSIDE ELEVATION

FOOTING PLAN FOOTING PLAN

BILL OF REINFORCING STEEL

DETAIL A

SECTION B-B

SUMMMARY OF QUANTITIES

GENERAL NOTES

OPTIONAL SPREAD FOOTING DETAILS

SPAN TYPE OVERHEAD

SL151A-02

CONCRETE: Use Grade 4.0 (AE) Concrete throughout. Bevel all

28 "d"ï 4'-

0"

for loose material.

Approximate Excavation

I Concrete Cu. Yds.

Grade 4.0 (AE)

ANCHOR ROD DETAIL

2•

"d" Thread

Calvin E. Reed

DATE REVISIONS BY APP'D

CADDDESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

APP'D

QUAN. CK.

2

1

NO.

details and add DTI details

Updated notes, achor bolt KMP TLF5/11/11

16 f4 bars (Top)

16 f3 bars (Btm)

15 Equal Spaces

13 f2 bars (T

op)

13 f1 bars (Btm)

12

Equal Spaces

out to out of bars.

All dimensions are

Joint

Construction

20 Req'd

d bars

sheet for Footing Type.

See "Construction Layout"

or greater.

a test cylinder archives a compressive strength of 4.0 ksi

STRENGTH: Curing time shall be a minimum of 15 days or until

next lift is placed.

Signals, 2013 Edition with current interims.

UNIT STRESSES: fy=60,000 p.s.i.; fc'=4,000 p.s.i.

Specifications.

Installation will adhere to the KDOT Standard

F2437 and provide proof load shown on sheet SL151B-01.

with the requirements of the latest edition of ASTM

DIRECT TENSION INDICATORS: DTIs are to comply

FHWA APPROVAL

2/06/13 KMP TLFAdded washer to DTI

Std.

Base

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STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE BY APP'D

QUANTITIES

CADD CK.

APP'D

Sheet No.

2021

DIRECT TENSION INDICATOR (DTI)

Hex. Nut

DTI

Leveling Nut

Hardened Washer

Base Plate

BASE ð, ANCHOR ROD, ð WASHER AND

ð washer

ð washer

5"

PLATE WASHER

†" Bar

ô = "d" +ˆ

2•

" 2•

"

(Galvanized ASTM A709 Gr.50)

Thread

4•

x "d"+

3"

4•

x "d"+

3"

Note: Any existing facilities (ie curb and gutter, guard

fence, pavement, shoulders, etc.), that require removal in

order to construct the footing, shall be restored to their

original condition at the Contractor's expense. Concrete

shall only be removed using sawed joints.to this line

Construct Pedestal

Gr. Line

Final

CERKMP3 7/15/15 Lengthen Bolts

Added Plate Washer &

9/29/2015

3" Cl.

4 Eq. Spa.

6 E

q.

Spa.

p bars

p bars

SECTION A-A

3"

Cl.

#4 t bars

Anchor Rod

American Welding Society.

and Bridge Construction and the latest edition of the

conform to the "Standard Specifications for State Road

exception: cut threads are not permitted. Welding shall

Specification Section 1600 (Grade 55) with the following

ANCHOR ROD: Anchor rods will adhere to KDOT Standard

plan sheet for anchor ron "d".

See end support framing

301470-105 KA-5628-01

14

CA

Dconform C

ertify T

his File

CADconform Certify This File

2x"d"+

†"

2'-6"

1'-3" 1'-3"

#4w2

#4w3

sp1

"N"-w1

5'-

0"

3"

4 E

qual Spaces

6"

Spiral Length "S

"

#4w2

#4w3

sp1

"N"-w1

2'-6"O

5'-

0"

2'-

6"

1'-

3"

1'-

3"

#4w3

#4w2

w1

sp1

3'-0"

4'-3" 1'-1•" 1'-1•" 1'-6" 6"

8'-6"

6" Pitch

2'-

2"

4'-4"

4•"

4•

"

w2 & w3

2'-

1"

8'-2" w2

w3

w2

w3

Note: Use •" spiral

when w1 bar is #11 or #14.

O

…" SpiralO

Mark No. Size Length

Straight Bars

Bent Bars

w1 2"N" "L"

w2 5 #4 21'-5"

w3 7 #4 13'-7"

sp1 2 …"O "S"

See Table

Type "N" Size Depth "D" Dimen. "L" Dimen. "S"Reinf. Steel Cl. ||| Excav.

A 8 #9 15'-0" 19'-6"

B 8 #9

C 10 #9

D 9 #10

E 11 #10

F 14 #10

G 14 #11

H 16 #11

I 19 #11

J

16'-0"

17'-0"

18'-0"

19'-0"

20'-0"

21'-0"

22'-0"

23'-0"

24'-0"

20'-6"

21'-6"

22'-6"

23'-6"

24'-6"

25'-6"

26'-6"

27'-6"

28'-6"

19'-0"

20'-0"

21'-0"

22'-0"

23'-0"

24'-0"

25'-0"

26'-0"

27'-0"

28'-0"

EXCAVATION: Footing holes shall be carefully drilled to the

PAYMENT: All material and labor necessary to construct each

Note: Any existing facilities (ie curb and gutter, guard

fence, pavement, shoulders, etc.), that require removal in

order to construct the footing, shall be restored to their

original condition at the Contractor's expense. Concrete

shall only be removed using sawed joints.

Cu. Yds.Cu. Yds. Lbs.

19.7

20.1

20.5

20.8

21.2

21.6

21.9

22.3

22.7

23.0

1480

1540

1900

2200

2690

3440

4490

5230

6300

10.1

10.5

10.8

11.2

11.6

11.9

12.3

12.7

required size at the proper location. All excavation shall

be disposed of as approved by the Engineer. Immediately

before placing any concrete, the Contractor shall remove all

loose and uncompacted material from the bottom of the hole.

footing shall be included in the unit price bid for the

LOADING: AASHTO Specifications for Structural Supports for

beam tying the two drilled shafts together shall be formed.

exposed edges with a ƒ" triangular molding. Only the

center line of bar unless otherwise noted. The …" and •"

are for general information only.

Shaft "D

"

Depth of Drille

d

3" Cl.

Typ.

REINFORCING: All dimensions relative to reinforcing steel are to

CASING: To prevent the collapse of the excavations, drilled

shafts shall require temporary casing unless exempted by

the Engineer.

See Detail A

DJE

LES

LES

LRR LRR

LES LES

LRR

SPAN TYPE OVERHEAD

A

A

SPECIAL STRUCTURAL SIGN SUPPORTS

ELEVATIONSECTION A-A

PLAN

2'-0"1•Complete turns

(top & bottom)

Spiral Length "S

"

sp1

All dimensions are out to out of bars.

BENDING DIAGRAMS

BILL OF REINFORCING

GENERAL NOTES

OPTIONAL DRILLED SHAFT FOOTING DETAILS

STATE

KANSAS

PROJECT NO. YEAR

15

SHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51a-03

Special.dgn

Plotte

d

By: s

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Date: 0

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G-2020 14:5

0

18" "BC"

"d"

2•

"d" Thread

B B

SECTION B-B

28 "d"ï 4'-

0"

str

aig

ht rebar "L"

Length of

Highway Signs, Luminaires and Traffic Signals, 2013

CONCRETE: Use Grade 4.0 (AE) Concrete throughout. Bevel all

others shall conform to ASTM A615 Gr 60.

spirals shall conform to ASTM A615 Gr. 60 or A82, all

ANCHOR ROD DETAIL

plan sheet for anchor bolt "d".

See end support framing

Cl. 4.0(AE) Conc.

Calvin E. Reed

1 TLFKMP

Specifications.

Installation will adhere to the KDOT Standard

F2437 and provide proof load shown on sheet SL151B-01.

with the requirements of the latest edition of ASTM

DIRECT TENSION INDICATORS: DTIs are to comply

DIRECT TENSION INDICATOR (DTI)

Hex. Nut

DTI

Leveling Nut

Leveling Nut

3"

to this line

Construct Pedestal

DETAIL A

Added washer to DTI

2/06/13

KMP2

Sheet No.

Hardened Washer

Base Plate

5"

SL151A-03 Special

PLATE WASHER

†" Bar

3

7/22/15 CER

KMP

ô = "d" +ˆ

BASE ð, ANCHOR ROD, ð WASHER AND

2•

" 2•

"

(Galvanized ASTM A709 Gr.50)

Thread

4•

x "d"+

3"

4•

x "d"+

3"

ð washer

ð washer

Removed Elec. Conduit & Blockout

Lengthen Anchor Bolt Add ð Washer

9/29/2015

JPJAdded Note for Foundation9/06/16

according to Drilled Shaft (Special).

FOUNDATION: When Drilled Shafts are specified construct

Anchor Rod

Society.

Construction and the latest edition of the American Welding

to the "Standard Specifications for State Road and Bridge

exception: cut threads are not permitted. Welding shall conform

Specification Section 1600 (Grade 55) with the following

ANCHOR RODS: Anchor rods will adhere to KDOT Standard

Edition.

Drilled shafts shall be cast to neat lines.

or greater.

a test cylinder archives a compressive strength of 4.0 ksi

STRENGTH: Curing time shall be a minimum of 15 days or until

9.8

9.4

specific overhead sign structure. The quantities shown

#11

#11

#11

#11

K

L

M

19

19

19

19

25'-0"

26'-0"

27'-0"

29'-6"

30'-6"

31'-6"

29'-0"

30'-0"

31'-0"

13.0

13.4

13.8

6510

6740

6960

7180

23.4

23.7

24.1

30

15

202170-105 KA-5628-01

CA

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ertify T

his File

CADconform Certify This File

2x"d"+

†"

16- 1ˆ" O holes "T"

1'-

3‚

" B.C.

10ƒ"

Half J3 �

1•" 2•"

6…"

10†"

6…

"1'-

3•

" 1•

"

Half J3 �

Block Out

for Flange

2'-2"

1'-6"

"t"

1'-

1"

6†

"

2"

2"4‚"

Typ. StiffenerSpecial Stiffener

ƒ" �ƒ" �

7„"10†"

3"x3" Clip

Stiffener Details

Base �

Typ. Stiffener

45

Elevation

Elevation

Plan

1•"1•" 2•"

6"

3"

3"

3"

1•

"1•

"

than anchor bolt

Plan

Clip

1"x

1"

Section

Special

Stiffener

6'-0"

6'-

0"

"L"

"S"

6'-0"

Section A-A

1'-5•" Dia.‡" O holes

5•"

{ Splice

‡" O holes

See End Support

See End Support

Joint Details

Joint Details

Splice � with

"N" Spaces at "S

"

(Optional)

•" Plate

DJE

LES RDH

DDP

BFM

RDH

HALF J3 �

END SUPPORT BASE DETAIL

END SUPPORT SPLICE DETAIL

SPLICE PLATE DETAILS

ELEVATION

PLAN

SPAN TYPE OVERHEAD

SPECIAL STRUCTURAL SIGN SUPPORTS

ALUMINUM END SUPPORT FRAMING PLAN

AND SPLICE DETAILS

SPLICE FLANGE PLATE

A

A

A

A

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-01Special.dgn

Plotte

d

By: s

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ber

File:

Brid

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Plot

Locatio

n:

Plot

Date: 0

6-

AU

G-2020 14:5

0

Wd1

•"

ƒ"

Wd2

1

1

1ƒ"

Member

wall thickness

Fillet Weld

size Wd2

L

"t"

1

Member 1 is 10.75" OD pipe

Member 2 is 4.50" OD pipe

‚"

…"

‹"

Œ"

†"

Base P

1‚"

1ƒ"

2"

2‚"

LSplice P

"T"

Anchor

Bolt "d"

1‚"

1ƒ"

2"

2‚"

1ƒ"

1•"

2"

2‚"

2•"

2ƒ"

2•"ƒ" 2•" 3"

Facing Signs

2

2

2

2

1

Typ. Stiffener

Special Stiffener

2Note: diagonal will always

start from top of End Support

as shown.

0.165"

0.307"

0.365"

0.500"

0.593"

0.718"

1

Splice Flange

or Base �

thickness, build out to obtain full throat.

Wd1 depth to be equal to pipe wall

See "Construction Layout" for wall

thickness, "N", "S", and "L".

(if needed)

Plates

Splice Flange

& DTI's

nuts, washers

16-1" ô HS bolts,

nuts, washers & DTI's

1 5/11/11 KMP TLF

(Kips)

DTI Proof Load

31

60

60

114

103

126

4-ƒ" ô HS bolts,

Bolt Head

Nut

DTI

2 2/06/13 KMP TLFMove DTI under Bolt Head

Sheet No.

2021

7'-

5‡

"

SL151B-01 Special

Washer

0.843 2•" 2•" 3" 126

1.000 2ƒ" 2•" 126

1.125 2ƒ" 2ƒ" 148

3‚"

3‚"

3 11/17/14 KMP CERTable Expanded

à

7/15/154 KMP CER

Detail" sheet for additional information.

See Detail "B" "End Joint and Splice

from edge of plate.

à Terminate weld ‚" á „"

ƒ"

ƒ"

ƒ"

"d" +•"

4 drilled holes •" larger

Proof Load

Added DTI detail & Add DTI

à

Hole Access

Removed Electrical Details and Hand

Modified Weld Details & Supports.

9/29/2015 Calvin E. Reed

CA

Dconform C

ertify T

his File

CADconform Certify This File

301670-105 KA-5628-01

16

1'-

0"

6"

3„

"3„

"

6"

8ƒ"

8‚" •"

PLATE J1A

10†"

6…"

6…

"6

…"

1'-

3•

"

6'-0"

"S"

6'-0"

J2

3ƒ"

Min.

1'-

3•

"

2" ‚"

3"

45

1"

PLATE J1B

SectionSection

ElevationElevation

ƒ" xƒ" Clip

10†"

6…"

6…

"

1'-

3•

"6"

3„

"•"

PLATE J2

Elevation

Section

J1B

J1A

J1B•" �

•" �

•" � J2

•"

6'

6'

6'

•" � J3

•" �J1A •" �

J1

"S"

"S"

"S"

5…" R.

DJE

LES RDH

DDP

BFM

RDH

JOINT DETAILS

ELEVATION

PLAN

TYPICAL WELDED JOINT

PLATE J3

DETAILS JOINT J2 DETAILS JOINT J3DETAILS JOINT J1

SPECIAL STRUCTURAL SIGN SUPPORTS

SPAN TYPE OVERHEAD

ALUMINUM END SUPPORT

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-02Special.dgn

Plotte

d

By: s

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File:

Brid

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Plot

Locatio

n:

Plot

Date: 0

6-

AU

G-2020 14:5

0

J4

J1

J3

Member

wall thickness

Fillet Weld

size Wd3

0.120" ‚"

See Construction Layout

for wall thickness and "S"

2

2

‹"

•"

0.237"

0.337"

( •" � )

( •" � )

( •" � )

( •" � )

Note: Joint J4 is identical to J3 except J4 has

an additional member (See END SUPPORT

ELEVATION).

•"ð

Wd3

•"

•"

•"

assembly

for bolting

See SL151B-01

Sheet No.

SL151B-02 Special

0.438

0.531

0.674

1 11/17/14 Expanded Table KMP CER

à

à

à

à

ô = 2T

T

2 7/15/15 KMP CER

Detail" sheet for additional information.

See Detail "B" "End Joint and Splice

from edge of plate.

à Terminate weld ‚" á „"

•"

•"

•"

à

Removed Elec. Detials & Weld Details

Modified Supports, Add Cope Hole,

Calvin E. Reed9/29/2015

CA

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ertify T

his File

CADconform Certify This File

202170-105 KA-5628-01 3017

17

SPAN TYPE OVERHEAD

RDH

ALUMINUM TRUSS FRAMING

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-03

Special.dgn

Plotte

d

By: s

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Plot

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n:

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Date: 0

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G-2020 14:5

0

Member 2 is 4.500" OD pipe

"N","S","L" and "X" dimensions.

Note:

Member 1 is 8.625" OD pipe

See "Construction Layout" for wall thickness,

KMP TLF1 5/11/11 Add bolting callout

Move DTI under Bolt Head2 2/06/13 KMP TLF

Sheet No.

2021

6'-

0"

"S"

"S"

Ž"

6'-

0"

Typical Interior Section

Typical Interior Section

Typical End Section

Typical End Section

"S""S"

Ž"

See Truss Joint @ Splice Details

End Section (Min. 3 panels at "S") Interior Section (Min. 3 panels at "S")

ELEVATION

PLAN

A

A

B

C

C

(Left End Shown)

See Truss Splice DetailsSee Truss Joint Details

1 1

11

22

1 1

1 1

2 2

See End of Truss

Facin

g

2

2

Sig

ns

1'-6"

Truss

ì End Vertical Truss

Cap End of

Truss Length "L" = { Support to { Support

Joint Details

Truss

Cap End of

ì Vertical Support

ì Vertical Support

Lower End of Truss

Upper End of

Truss

6'-0" 6'-0"

6'-0"

6'-

0"

6'-

0"

6'-

0"

SECTION A-A SECTION B-B

SECTION C-C

Type | JointType || Joint

2

2

1

See Truss End Joint Details See Truss Joint Details

See Truss Splice Details

300 Lb. Flat Faced Flange

(Showing Camber Method Type 2)

TRUSS CAMBER

TYPICAL SPLICE

Length of Truss { Support to { Support Minimum 3 Panels per Section

Camber

GENERAL NOTES

shall be placed in the truss by:

(2) Increasing the length of the top truss cords, making

sure the splice flanges will be parallel in the field.

(3) Placing light gage spacer plates on the top splice

CAMBER: Camber as given on the "Construction Layout" sheet,

(1) Blocking the truss and then welding at the joints and

welding the splice flanges in place.

flanges to obtain an increase in the top truss cord as

in (2).

views to distinguish bottom or rear

portions of member 2 .

PLAN AND CAMMBER PLANSL151B-03 Special

1'-6"

8…" 9†"

Note: Dashed lines used in plon and elevation

B

assembly

DTI Details for bolting

See Typical Bolt and

3 11/17/14 Modified Support KMP CER

SPECIAL STRUCTURAL SIGN SUPPORTS

1' -1•"

KMP CER7/15/154

and Weld Details

Increase member 2 Size

Lengthen Top Cord &

Calvin E. Reed9/29/2015

301870-105 KA-5628-01

18

CA

Dconform C

ertify T

his File

CADconform Certify This File

Section A-A

A1'-2…"

4Š"

2†"

7‹"

4Š

"

2†

" 7‹

"

1'-

2…

"

45

•"�

•" T

yp.

9"

1"

•" �

4"

8†

" 1"

4‹"

8†

"8ƒ

"

1'-

5…

"

4‹

"

Side ViewEnd View

1'-5…"

10‹"4Š"2†"

10‹

"

2†

"

4Š

"

1'-1„"1'-1„"

4‹"4‹"

4‹

"

9"

6Š"

1‚" 1‚"3Ž"

3Ž" 2•"

5"

1‚

"1‚

"2•

"

8†"

"t"

12-•" O holes

7ƒ"Radius

13"

B.C.

Ž"

{

Main Truss Cord

Side ViewEnd View

300 Lb. Flat Faced

Splice Plate with

4-ƒ" O HS bolts,

11‚"

3†"

3†

"

11‚

"

Flange

Section

Note: Wd1 depth to be equal to

for wall thickness and "S"

Section

Plan

1

1'-0‡"

End View

•" �

•" �

•" �

•" �Flange or Alternate

Flange Plate

See "Construction Layout"

obtain full throat.

pipe wall thickness, build out to

{ Flange Plates

A

4- ‡" O holes

Side Elevation

SPAN TYPE OVERHEAD

ALUMINUM TRUSS

Section Side Elevation

Plan

{ Connection to

End Support

SPLICE PLATE DETAILS

TRUSS SPLICE DETAILS

SPECIAL STRUCTURAL SIGN SUPPORTS

6'

6'

6'

6'

"S"

"S"

END JOINT & SPLICE DETAILS

TYPE I I JOINT DETAILS

ALTERNATE FLANGE SPLICE PLATE

TYPE I JOINT DETAILS

DETAILS END JOINT TYPE I

DETAILS END JOINT TYPE I I

DJE

LES

DRP

RDH

BFM

RDH

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-04Special.dgn

Plotte

d

By: s

we

ber

File:

Brid

ge

Plot

Locatio

n:

Plot

Date: 0

6-

AU

G-2020 14:5

1

Œ

‹"

‹"

‹"

‹"‹"

‹"

Wd1

‹

5"

‹"

Wd2

•"ð

Material: ASTM B209 Alloy 6061-T6

0.500"

0.406"

0.322"

0.250"

0.148"

Œ"

‹"

…"

Š"

‰" 1•"

1ƒ"

2"

2‚"

2•"

Member

wall thickness

Fillet Weld

size Wd2

Splice PL

"t"

1

& DTI's

nuts, washers

HS bolt, nut & DTI's

12 @ ‡" Ox5"

Calvin E. Reed

1 5/11/11 DTI Notes KMP TLF

assembly

DTI Details for bolting

See Typical Bolt and

TYPICAL BOLT AND

DIRECT TENSION INDICATOR (DTI)

Washers

Bolt Head

Nut

DTI

2/06/132 Move DTI under Bolt Head KMP TLF

Sheet No.

2021

SL151B-04 Special

3 11/17/14 Modified End Support KMP CER

4 7/15/15 KMP CER

Detail B

Detail B

Detail A

‚" á „"

Detail A

à

à

à

à

à

àà

à

à

à

à

Modified Weld Details

9/29/2015

(Do not intersect welds)

corners. (Typ.)

Hold back welds ‚" á „" from all

corner. No overlapping welds.

Terminate all welds ‚" from

Detail" sheet for additional information.

See Detail "B" "End Joint and Splice

from corner.

à Terminate weld ‚" á „"

CA

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301970-105 KA-5628-01

19

2'-2‚"

1'-1„" 1'-1„"

4‹" 4‹"

J1

J2

11‚"

3†"

3†

"

11‚

"

J2

J2

•" � J1•" � J2

SECTION NEAR JOINTELEVATION AT JOINT

PLAN AT JOINT

4‹

"

8ƒ

"

SL151B-05.d

gn

LL

6'

6'

6'

6'

6'

6'

"S"

"S"

"S""S"

DETAILS P J2DETAILS P J1

TYPICAL DETAILS

SL151B-05

STANDARD STRUCTURAL SIGN SUPPORTS

SPAN TYPE OVERHEAD

ALUMINUM TRUSS

JOINT DETAILS

DJE

DCD

DDP

RDH RDH

BFM

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-05.d

gn

Plotte

d

By: s

we

ber

File:

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ge

Plot

Locatio

n:

Plot

Date: 0

6-

AU

G-2020 14:5

1

Member

wall thickness

Fillet Weld

size Wd3

0.120"

0.226"

0.318"

‚"

…"

•"

for wall thickness and "S"

2

See "Construction Layout"

‹"

‹"

Calvin E. Reed

Sheet No.

2021

Detail" sheet for additional information.

See Detail "B" "End Joint and Splice

from edge of plate.

à Terminate weld ‚" á „"

à

à

Removed Elec. Modified Weld Details KMP CER7/22/1521

3ƒ"

Min.

TYPICAL WELDED JOINT

ô = 2T

T

2Wd3

à•"ð

7/15/152 KMP CERCope HolesModified Weld Details & Added

9/29/2015

CA

Dconform C

ertify T

his File

CADconform Certify This File

302070-105 KA-5628-01

20

6'-

0"

2'-

0Š

"

7'-

5‡

"

6'-

0"

Top of 10ƒ

" Pip

e

SIDE ELEVATIONFRONT ELEVATION

6'-0"

1'-6"ì Vertical Support ì End Vertical Truss

1•"

1•"

1'-3‡"

4Š" R.

1•"

1•"

1'-3‡"

4Š" R.

1'-8"

10•"

2"

2"

2"

2"

6ƒ"

2"

2ƒ" 2ƒ"

10•"

2"

2"

ISOMETRIC of TOP SADDLE

1'-

3‡

"

2"

1'-10"

1'-

5‡

"

3"

2ƒ" 2ƒ"

10•" 3"

3"

3"

11‡

"

PLAN VIEW of TOP ðPLAN VIEW of TOP SADDLE

11‡

"2"

2"

(Typ.)

•" Holes

2"

2ƒ"

Hole Spa.

1'-

3‡

"

2"

11‡

"2"

2"

1'-

5‡

"

3"

3"

11‡

"

PLAN VIEW of BOTTOM ð

1'-8"

2ƒ"

1'-6„"

1'-4…"7ƒ"

•"Hole Spa.

10ƒ" Hole Spa.

•"Hole Spa.

A A

SECTION A-A

(†" x 1'-10" x 1'-5‡")

1•"

1•"

SECTION B-B

1•"

1•"

B B

PLAN VIEW of

BOTTOM SADDLE

1'-8"

10•"

2ƒ"

2Ž"

SIDE ELEVATION

1'-8" 2"

1…"

3…"

(Typ.)

•" ô Hole

PLAN VIEW

Hole Spa.

•" ô

FROM SIDE

PLACEMENT VIEW END VIEW

Type | joint

PLAN VIEW

2"

1…

"

3…

"

(Typ.)

•" ô Hole

2ƒ"

SIDE ELEVATION

2Ž"

2Ž"x1'-8"x3…" Spacer ð

END VIEWFROM SIDE

PLACEMENT VIEW

Support

10ƒ" ô Vertical

Support

10ƒ" ô Vertical

Support

10ƒ" ô Vertical

Truss Pipe

End Upper

Set Screws

End Cap with

Set Screws

End Cap with

Stiffener "A"

Stiffener "B"

9†"

2" 2"

2ƒ"

2" 2" •" ô Hole Spa.

6ƒ"

6ƒ"

2Ž"x6ƒ"x3…" Spacer ð

PIPE COUPLING PHYSICAL CHARACTERISTICS

Coupling Bolts

Coupling

Coupling

Weight

Rollers per

8.625" 14" 5"

Diameter

4

sizeQty.

12

Pipe

"A" "B"

19.0 lbs.Truss

Dim.

Coupling

ISOMETRIC of

BOTTOM SADDLE

"B"

SECTION A-A

"A"

Note: The type of pipe coupling used shall be

for approval.

shown on the shop details submitted

Bolts shall be ASTM A183 with Heavy Hex Nuts.

4„"

•" 3†"

3†

"•

"

4„

"

(ð†"x4„"x4„")

•"

2ˆ"

•" 1Œ"

(ð†"x2ˆ"x2ˆ")

Set Screws

End Cap with

1Œ

"

2ˆ

"

steel rod

PIPE COUPLER

SIDE ELEVATION ELEVATION

8…"

3"

Truss Pipe

End Lower

3‚"

A A

"B"

SPAN TYPE OVERHEAD ALUMINUM TRUSS

TRUSS TO END SUPPORT CONNECTION

SL151B-06 Special

STIFFENER "B"

STIFFENER "A"

SADDLE SPACER (Top)

SADDLE SPACER (Bottom)

diameter hardened threaded (18NF Class 1A) Œ" stainless steel rod (ASTM A320).

threaded rod shall be 0.750" (á 0.020") long by 0.5625" (+.015" or - 0.005") outside

Replace every other factory roller (alternating sides) with a threaded rod. The

Std.

Base

File:

sl1

51b-06Special.dgn

Plotte

d

By: s

we

ber

File:

Brid

ge

Plot

Locatio

n:

Plot

Date: 0

6-

AU

G-2020 14:5

1

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

DESIGN CK.

DESIGNED

FHWA APPROVAL

KANSAS DEPARTMENT OF TRANSPORTATION

DATENO. REVISIONS BY APP'D

SL

DETAILED

DETAIL CK. QUAN.CK.

QUANTITIES CADD

CADD CK.

APP'D

Sheet No.

2021

Typ.

•" Radius

Typ.

•" Radius

•"

•"

•"

•"

Nut

DTI

6'-

0"

í í

í

í

í

í ííí

surface

Mill to plane

1"

10"

1"

Stiffener "C"Stiffener "C" (Typ)

(1" x 2'-0„" x 1'-5‡")

2'-0„"

11"

‡" x 11"

STIFFENER "C"

(ð1"x10"x11") Stiffener "C"

Stiffener "C"

4"4"

2ƒ" í

2ƒ" í

2ƒ" í

4•" O.D.

8†" O.D.1

2

2

1

1

à

Detail" sheet for additional information.

See Detail "B" "End Joint and Splice

from edge of plate.

à Terminate weld ‚" á „"

à

à

à

1 7/15/15 KMP CER

1'-1•"

àat final fit.

as needed to achieve ˆ" gap

and adjust the saddle spacer(s)

The fabricator will test fit

SPECIAL STRUCTURAL SIGN SUPPORTS

Washer

•" x 1„" Holes

Short Slotted

BAR WASHER

2ƒ"2" 2"

6ƒ"

•" hole

Bar Washer

3•" 3•"

1ƒ

"

3•

"3•

"

1ƒ

"

3•

"

í Fabricator will verify based on pipe coupler casting.

New Sheet

9/29/2015 Calvin E. Reed

(Typ.)(Typ.)

(Typ.)

(Typ.)

(Typ.)

be used with over sized holes.

used on brackside truss connection. Bar washer shall

1‰" holes. The plate with 1‰" holes will be

will have •" hole. the other plates will have

ç Each leg will have top plates. One plate

ç Holesó

Bar washers will be used.

truss connection.

the holes will be used on the backside

will have holes. (1‰"). The plates with

(•" x 1„") holes. The other plate

One plate will have a short slotted holes.

ó Each leg will have 2 bottom plates.

12 - ð •" x 3•" x 6ƒ"

CA

Dconform C

ertify T

his File

CADconform Certify This File

302170-105 KA-5628-01

21

2- …" O U-bolts

30" Grate

Min. length sign beam

(W4x3.06) is 7'-0"

1'-

6"

Detail C

Detail B

Detail B

Detail C

"S"

"S"

(Only lower truss members shown.)

•"S

"•

"S"

‚"S

"

Sig

n Bea

m

Spa.

(W4 x 3.0

6)

S5 x 3.43

2- …" O U-bolts

g = 1ƒ"

g = 1ƒ"

Extruded Sign Panels

Aluminum Grate

Joint

Spacin

g

1•

" Min.

1•

" Min.

DJE

LES KFH

JD/RD BFM

KFH

3-14-94

ELEVATION

PLAN

STANDARD STRUCTURAL SIGN SUPPORTS

WALKWAY DETAILS

ALUMINUM SIGN MOUNTING AND

SPAN TYPE OVERHEAD

SL151B-08

vert. cl.

17'-

4"

min.

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATION

DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-08.d

gn

Plotte

d

By: s

we

ber

File:

Brid

ge

Plot

Locatio

n:

Plot

Date: 0

6-

AU

G-2020 14:5

1

Terry L. Fleck

‚" O U-bolt

(4 per bar) Plan

Splice Detail

INTERIOR GRATE CONNECTION DETAILS

Aluminum Grate

Note: Always splice grate

in the shorter spans.

Grate Connections

Saddle Clip

‡"x1•"x1'-6" bar

1‰"

4"

Truss Diagonal

(2 per Splice)

Truss Diagonal

4"

3"

3"

4"

Splice

{

See Detail B

Elevation

Note: The locations of the splice bars

Adjust as necessary to clear truss

diagonals and grating cross bars.

and the U-bolts shown are nominal

4"

Detail B

were c

om

bin

ed

Standards

SL15

1B-08 an

d

SL15

1B-09

1 5/11/11exterior grate taken off

SL151b-08 & SL151b-09 combined KMP TLF

Sheet No.

2021

CA

Dconform C

ertify T

his File

CADconform Certify This File

302270-105 KA-5628-01

22

TYPICAL WORK ZONE COMPONENTS

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

Posted speed prior to work starting

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

SPEED (MPH)

Posted speed prior to work starting

Channelizer Placement:

normally at right angles to the traffic flow.

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

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

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

space upstream of the vehicle constitutes the buffer space.

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

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

work zone components above.

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

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

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

are not needed along the tangent barrier section.

When concrete barrier system is used, portable channelizing devices

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

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

Width in offset feetW =

prior to work starting in MPH

Numericial value of posted speedS =

Minimum length of taper in feetL =Where:

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

L = WS for speeds of 45 MPH or more

Advanced Warning Area Transition

Area

Activity Area Termination Area

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

Taper

Work Space Downstream

(Temporary)

Pavement Marking

Buffer Space

Minimum advance warning sign spacing (in feet): Taper Formulas:

*

*

2

Sh. No.

202170-105 KA-5628-01 3023

23

785-296-1183.

the Temporary Traffic Control Unit for more information at 785-296-1179 or

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

W8-7 signs. All signs shall be displayed as long as the condition is present.

sign. A W8-15p motorcycle plaque shall be used to supplement the W8-15 or

This sign should be placed a "C" distance after the W20-1 (Road Work Ahead)

Pavement) or W8-7 (Loose Gravel) sign shall be used on mainline approaches.

made of loose material, or when directed by the engineer a W8-15 (Grooved

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

consistent with the features present in the existing pedestrian facility.

temporary facilities shall be detectable and include accessibility features

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

skirting the work site or making a midblock crossing.

are not confronted with midblock work sites that will induce them to attempt

placed at intersections (rather than midblock locations) so that pedestrians

and suburban areas with high vehicular traffic volumes, these signs should be

that encourages them to cross to the opposite side of the roadway. In urban

provided, pedestrians should be appropriately directed with advance signing

reasonable safe route that does not involve crossing the roadway can be

movements from both work site activity and vehicular traffic. Unless a

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

roadway width signing.

directed by the engineer. A lane width less than 11' may require restricted

between centerlines of pavement markings) or as shown on the plans, or as

2) Minimum Lane Width: Lane widths shall be a minimum of 11' (measured

work starting.

designed and installed using the posted/legal speed of the roadway prior to

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

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

y : s

weber 06-A

UG-2

020 1

4:5

1

File :te

700.d

gn

Bridge

3

2

1 08/18/15

03/13/18

E.G.K.

K.E.

R.W.B.

R.W.B.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE700 03/13/18

B.A.H.

R.W.B

Eric Kocher

W8-15p usage changed to Shall

Channelizer spacing info

GENERAL NOTES

TRAFFIC CONTROL

least 10 calendar days prior to the proposed closure.

between 3-7 P.M. Monday - Friday. Submit a traffic control plan for approval at

approval of the Engineer. Closure will not be allowed between 6-9 A.M. or

Closure of the ramp to erect the overhead truss will be allowed with the

KD

OT G

raphics C

ertified

KDOT Graphics Certified 06-22-2020

to the traffic side for channelization.

The stripes shall slope downward

Striping as shown for up to 42".

channelization.

All stripes shall slope downward to the traffic side for

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

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.

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

Object

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

Min.

36"Min.

24"

Min.

36"Device

Support

Edge

Hand Trailing

2" Max.

2" Max.

Plate

Detection

Height

8" Min.

38" Max.

32" Min.

Min.

36"

28" Min.

Min.

42"

36"

Approx.

White

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

y : s

weber 06-A

UG-2

020 1

4:5

1

File :te

702.d

gn

Bridge

3

2

1

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE702 06/01/15

L.E.R.

R.W.B.

Kristina Ericksen

CHANNELIZING DEVICES

TRAFFIC CONTROL

VERTICAL PANEL

TUBULAR MARKER

TYPE 2 BARRICADE DIRECTION INDICATOR BARRICADEPEDESTRIAN CHANNELIZER

DRUM TRAFFIC CONE

24" Min.

8" Min.

12" Max.

6"

6"

Orange

White

45°

Orange

White

4"4"

45°

12"

36"

24"

12"

8"

4"

4"45°

Orange

White

6"

2"

4"

3" to 4"

2" Min.

2"

3"

3"

Orange

White

2" to 6"

Orange

White

6" to 8"

6" to 8"

18"

Min. Orange

6" to 8"

6" to 8"

DELINEATOR

CONICAL

Sh. No.

202170-105 KA-5628-01 3024

24

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

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

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

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

WITH OPPOSITE SIDEWALK AVAILABLE

FIGURE 4: TYPICAL SIGNING FOR SIDEWALK CLOSED

Orange Rail

White Rail

FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN

20"

20"

6"6"

near each outside corner of the end barricades.

low intensity warning light shall be mounted to the vertical post

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

three rails.

more than 50% of the top two rails or 33% of the total area of the

Approved signs mounted on Type 3 barricades should not cover

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

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

distance 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

used 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

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

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.

Use R11-3a if 1 Mile or more

Use R11-4 if less than 1 Mile

or Public Road (typ.)

House, Field Entrance,

Work Space

500' 500'

OR

OR

NOTE:

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

Type 3 Barricades

Complete Closure

Type 3 Barricade

Channelizing Device

Space

1000'500'

Work

SIDE ROAD

Note: Signs shown for one approach to work zone.

Type 3 Barricade

Type 3 Barricades

Complete Closure

(Staggered Position)

Type 3 Barricades

or Field Entrance

Last Access for House

Space

500'500'

OR

Work

Pedestrian Barricade

Work Space

24"x 1

2"

R9-9

24"x 1

8"

R9-1

1

24"x 18"

R9-11

24"x 1

8"

R9-1

1

24"x 18"

R9-11

24"x 12"

R9-9

(Typ.)

House or Field Entrance

(No Decimal Mileage)

Mile41Length to the Nearest

ROAD CLOSED GENERAL NOTES

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

y : s

weber 06-A

UG-2

020 1

4:5

1

File :te

704.d

gn

Bridge

3

2

1

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE704 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

CLOSURES

TRAFFIC CONTROL

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.

1. Support device shall not project beyond the detection plate into the pathway.

48"x 4

8"

W20-3

48"x 4

8"

W20-3

48"x 3

0"

R11-2 60"x 3

0"

R11-4

60"x 3

0"

R11-3

A48"x 4

8"

W20-1

48"x 2

4"

KG20-2

48"x 4

8"

W20-3

48"x 4

8"

W20-3

48"X 30"

R11-248"x 30"

R11-2

48"x 3

0"

R11-2

60"x 3

0"

R11-4

60"x 3

0"

R11-3

A

Sh. No.

202170-105 KA-5628-01 3025

25

Mileage)

Mile (No Decimal41

Length to the Nearest

Use R11-3a if 1 Mile or more

Use R11-4 if less than 1 Mile

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

RO

AD

CL

OS

ED

TH

RU

TR

AFFIC

RO

AD

CLOSED

TO

RO

AD

CL

OS

ED

500

FT

RO

AD

CL

OS

ED

1000

FT

ROAD

CLOSED

ROAD

CLOSED

RO

AD

AHEA

D

WO

RK

EN

D

RO

AD

WO

RK

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

RO

AD

CLOSED

LOCAL

TR

AFFIC

ONLY

MIL

ES

AHEA

D

RO

AD

CL

OS

ED RO

AD

CL

OS

ED

500

FT

RO

AD

CL

OS

ED

1000

FT

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

10" D6" C

KG20-2

KM4-2O

KG20-5

8" D

48"x 48"

W8-17

48"x 48"

30"x 24"

Bottom

Min.

6' - 12'

5'

Min.

Should

er

Edge of

6'

Roadway

Traveled Way

Edge of of Sign

Bottom

Face of

Fro

m T

op

Roadway

* 7'

Min.

of

Curb

of Sign

Curb

* 2' Min.

*

by the Engineer.

Mileage to be Determined

8" D

48"x 48"

8" D

48"x 48"

30"x 24"

W8-15

W8-15p

W8-7

3" C

48"x 12"

6" C

48"x 24"

6" C

Std. Size Expwy/Freeway

24"x 6"

W8-11

W7-3a

48"x 24"

6" C

Std. Size Expwy/Freeway

Std. Size Expwy/Freeway

KANSAS DEPARTMENT OF TRANSPORTATION

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020 1

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710.d

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Bridge

3

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REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE710 06/01/15

R.W.B.

R.W.B.

Kristina Pyle

SIGN INFORMATION

TRAFFIC CONTROL

Sh. No.

202170-105 KA-5628-01 3026

26

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

KI-105a

4'-0"

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

Flag

Flag Staff

Sign Post

Light Mounted to Action Warning

Type "A" Low Intensity Warning

65°

45° to

65°

45° to

(Optional)

W8-17P

(Special Sign)

SP-01

(Special Sign)

SP-02

6" CUppercase:

Lowercase: 4.5" C

10" DUppercase:

Lowercase: 8" D

Width x Height

25 Degree Slant

Dutch 801 Roman SWC

Width x Height

RURAL URBAN

0.9"

Mounting

Background

Legend/Border

Sign Number

Corner Radius

Border Width

Ground

3.0"

4'-0" x 3'-0"

FINES DOUBLE

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

Dimensions in inches

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

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

SIGN LAYOUT INFORMATION

KI-104a

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size Spacings are to start of next letter

must have upper and lower case letters.

All city names and street names on special signs and destination signs

shall not overlap each other.

the near edge of the pavement. Signs

measured from the bottom of the sign to

mounted below another sign may be 4'

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.

near edge of the

measured from the bottom of sign to the

mounted at a minimum height of 5'

1) Ground-mounted signs shall be

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

not overlap each other.

near edge of the pavement. Signs shall

measured from the bottom of sign to the

mounted below another sign may be 6'

4) The height from of the secondary sign

facilities.

project more than 4" into pedestrian

3) Signs mounted lower than 7' should not

bicycle traffic.

or areas designated for pedestrian or

supports should be located on sidewalks

2) Neither portable nor permanent sign

sign to the near edge of the pavement.

height of 7' measured from the bottom of

1) Signs shall be mounted at a minimum

ReflectiveType:

WhiteColor:

BlackColor:

Non-ReflectiveType:

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

UNEVE

LANES

N

END

ROAD WORK

NEXT

X MILES

WORK ZONE

'EM A

BRAKE

GIVE

FINES

DOUBLEIN WORK ZONES

PILOTCAR

IAW T ROF

SHOULDER

DROP-OFF

GRAVEL

LOOSE

GROOVED

PAVEMENT

US-75 CLOSED

FOLLOW DETOUR

NB

US-75 CLOSED

FOLLOW DETOUR

4" x 4" Wood Post in Soil 4" x 6" Wood Post in Soil

44" Min.44" Min.

Length

Stub Post

84" Min.

at Ground Level

Install Corner Bolt

Ground Line

Ends and at

Bolt at Both

Install Corner

of Stub)

Non-Impacting Side

(Splice Post to

Sign Post

Gap

8" Min.

Telescoping P.S.S.T. DetailP.S.S.T. Detail

6" Min.

Length

Splice

18" Min.

Traffic

Direction of

Traffic

Direction of

42" Min.

ì Post = ì Footing

4" Max.

Section A-A Section B-B

SETUP

3 LB/F U-CHANNEL

Lap Splice

18" Min.

Line (Impact Side)

of Splice to Ground

24" Min. from Bottom

42" Min.

Section A-A

See TE710 for Additional

Details and Requirements

Sign Post

Ground Line

AA6"

B B

Ground Line

Sign Post

3"

42" min.

3"

BB

AA

AA

Bottom of Sign Post

Ground Line Ground Line

Stub post

Bottom of Stub

Direction

of

Tra

vel

Stub

Sign Post

Spacer

Top of Stub

Side Elevation Front ElevationSide Elevation

Ground Line Ground Line

Sh. No.

202170-105 KA-5628-01 3027

27

KANSAS DEPARTMENT OF TRANSPORTATION

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3

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REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE712 06/01/15

B.A.H.

R.W.B.

Kristina Pyle

SIGN POSTS

TRAFFIC CONTROL

Section A-A

Sign Post

Section B-B

Sleeve

Post Anchor

Sign Post

between the spliced pieces of U-Channel.

Use manufacturer recommended spacers over the bolts

nearest the ends of the splice.

Place two bolts at both ends of the splice through the holes

Notes:

Post Anchor

or Compacted Fill

Undisturbed Earth

or Compacted Fill

Undisturbed Earth

Sleeve

Post Anchor

Wood Post

Treated

4" x 4"

or Compacted Fill

Undisturbed Earth

Wood Post

Treated

4" x 6"

or Compacted Fill

Undisturbed Earth

Ends of the Splice

Install Bolts at Both

or Compacted Fill

Undisturbed Earth

PERFORATED SQUARE STEEL TUBE (P.S.S.T.) POST SETUP

Post Anchor

SETUP

WOOD POST

Post Anchor Post Anchor

Place bolts in the same corner along each sign post.

" Max.211 " Max.2

11

Corner Bolt

" Std.165

Jam Nut

" Hex165

Corner Bolt

" Std.165

Jam Nut

" Hex165

" sign posts21", or 2 4

1Details for 2", 2

"434

"2114 Hole

Dia.

" 211

"215 "2

13

at 6" Centers

" Dia. Holes83

at 6" Centers

" Dia. Holes83

"213

"2

13

"215

"2

13

"213

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

Channelizing Device

Length to the Nearest Whole Mile

Ahead, 1500 ft, or 1 Mile

Sh. No.

202170-105 KA-5628-01 3028

28

OFF SHOULDER- WITHIN THE CLEAR ZONE

Space

Buffer

ON SHOULDER

Eliminate W7-3a if shoulder is closed for less than 2 miles.

Omit taper if paved shoulder is less than 8' wide.

Work Space

flashing, oscillating, or strobe light is used.

devices may be eliminated if a vehicle with a high-intensity rotating,

For operations of 60 minutes or less, all signs and channelizing

the clear zone.

No traffic control is required if the Work Space is located outside of

each direction of traffic according to the applicable typical drawing.

For work in the median, install signs and channelizing devices for

Notes:

Mile21Ahead, 1000 ft, 1500 ft or

Shoulder

Shoulder

A

Work Space

Shoulder

Shoulder

L/3B A 500'

(Min.)

500'

(Min.)

500'

48"x 2

4"

KG20-2

48"x 4

8"

W20-1

48"x 4

8"

W21-5

A

48"x 2

4"

KG20-2

24"x 1

8"

W7-3

A

48"x 4

8"

W20-1

48"x 4

8"

W21-5

B

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

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UG-2

020 1

4:5

1

File :te

722.d

gn

Bridge

3

2

1

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE722 06/01/15

L.E.R.

R.W.B.

Kristina Ericksen

DIVIDED ROADWAY

SHOULDER WORK

TRAFFIC CONTROL

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

RIG

HT

SH

OULDER

CLOSED

RO

AD

WO

RK

NE

XT

XMIL

ES

RIG

HT

SH

OULDER

CLOSED

EN

D

RO

AD

WO

RK

along channelizing devices.

For left lane closures use W4-2L and yellow edge line

lane that extends near to (or into) the open traffic lane.

Add signs and devices as shown for work inside a closed

SHIFTING TAPER DETAIL

and not separated by a concrete safety barrier system.

activity area where work is in a closed lane adjacent to traffic

One flagger should be stationed within each multi-lane roadway

Speed to be determined by the Engineer

Right or Left

Length to the Nearest Whole Mile

Sh. No.

202170-105 KA-5628-01 3029

29

L/2 L/2A A

Taper

Begin

Taper

End

Taper

End

Taper

Begin

48"x 4

8"

W1-4

R

48"x 4

8"

W1-4

L

on a project of 4 miles or longer.

signs should be placed at 2 mile increments

The W20-5 ( Lane Closed) and W7-3A (Next X Miles)

Arrow Display

Space

Buffer

Ahead, 1500 ft, or 1 mile

Type "A" Low Intensity Warning Light

Channelizing Device

Type 3 BarricadesLeft-side signs shall be omitted for a four-lane undivided highway.

4" White

LC B/3 B/3 B/3 A

100'A/4

500'B(Min.)

500'

4" White

mile21Ahead, 1000 ft, 1500 ft, or

48"x 4

8"

W4-2

R

48"x 6

0"

R4-1

48"x 6

0"

R2-1

48"x 1

2"

KM

4-2

0

48"x 4

8"

W3-5

48"x 4

8"

W20-5

48"x 4

8"

W20-1

24"x 1

8"

W7-3

A

48"x 4

8"

W20-5

48"x 6

0"

R2-1

48"x 2

4"

KG20-2

Work Space

Work Space

of the shifting taper.

is required to be placed at an "A" distance in advance

two reverse curves is less than 600 ft. Only one W24-1

should be used if the tangent distance between the

The double reverse curve (W24-1, W24-1a or W24-1b)

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

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020 1

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3

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E.G.K.

R.W.B.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE744 03/13/18

B.A.H.

R.W.B.

Eric Kocher

W24-1 usage changed to Should

LANE CLOSURE ON MULTI LANE HWY

TRAFFIC CONTROL

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-29-2018

SP

EE

D

LIM

IT

SP

EE

D

LIM

IT

RO

AD

WO

RK

SP

EE

D

LIM

IT

LANE

CLOSED

LANE

CLOSED

DO

NO

T

PA

SS

WO

RK

ZO

NE

NE

XT

XMIL

ES

EN

D

RO

AD

WO

RK

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

Sign No.

Item Quantity Unit

Lump Sum

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

Sta./Line

W20-7 2

Each

Each

Each Per Day

Each Per Day

Recapitulation of Quantities

Work Zone Sign (Special)

Work Zone Signs

Sh. No.

202170-105 KA-5628-01 3030

30

project at any one time

Quantity most used on the

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)

Traffic Signal Installation (Temporary)

Traffic Control (Initial Set Up)

Traffic Control

Flagger (Set Price)

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

Work Zone Barricades (Type 3 - 4' to 12')

Symbol (Type I)

Symbol (Type II)

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)

Work Zone Barricades (Pedestrian)

Channelizer (Pedestrian)

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

Rigid Raised Pavement Marker (Type I)

Rigid Raised Pavement Marker (Type II)

Channelizing Devices

Fixed Portable

Barricades

(4' to 12')

Type 3PedestrianPedestrian

Lighted Devices

Arrow Display

Portable Changeable Message Sign

(Type "A" Low Intensity)

Work Zone Warning Light

(Red Type "B" High Intensity)

Work Zone Warning Light

Work Zone Signs (0 to 9.25 Sq.Ft.)

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

0-9.25 9.26-16.25 16.26 & Over

Size - Sq.Ft.

(EACH PER DAY)

TRAFFIC CONTROL DEVICES

SUMMARY OF

(EACH)

TRAFFIC CONTROL DEVICES

SUMMARY OF

1

KANSAS DEPARTMENT OF TRANSPORTATION

Plotted b

y : kare

np 0

7-A

UG-2

020 0

8:4

9

File :te

795.d

gn

Bridge

3

2

1

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

TE795 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

RECAPITULATION OF QUANTITIES

SUMMARY OF DEVICES

TRAFFIC CONTROL

2

2

2

2

2

2

2

2

2

3

3

W20-1

W21-5B

W21-5A

KG20-2

W20-5

W3-5

R4-1

R2-1

KM4-20

W1-4

R11-2

12 50

8

1

Quantities are for Information Only

W4-2 2

KD

OT G

raphics C

ertified

KDOT Graphics Certified 08-07-2020

KD

OT G

raphics C

ertified

KDOT Graphics Certified 08-07-2020