department of transportationda.ks.gov/purch/contracts/default.aspx?getfile=evt0003041_attc_da... ·...

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KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

PROJECT NUMBER

OF PROJECT

EXCEPTIONS

ADDITIONS

OF PROJECT

GROSS LENGTH

NET LENGTH

SIGNING & DELINEATION

Sh. No.

2013

KANSAS PROJECT

FEDERAL AID PROJECT

STATE OF KANSAS

DEPARTMENT OF TRANSPORTATION

STATE HIGHWAY

SIGNING AND DELINEATION

KANSAS DEPARTMENT OF TRANSPORTATION

State Transportation Engineer

By:

Approved

Date

Chief, Bureau of Transportation Safety & Technology

XX-X

X-X

XX

X

XX-X

X-X

XX

X

XX-X

X-X

XX

X

- - -

DE

SIG

NE

D

DE

TAIL

ED

CH

EC

KE

DFEDERAL AID PROJ. NO.

54

1

1K-5929-13

INDEX OF SHEETS

TITLE SHEET

SIGNING

TRAFFIC CONTROL

-

-

47

48 54

2

1

MORTON STEVENS SEWARD

STANTON GRANT

HAMILTONKEARNY FINNEY

HASKELL

160

5151

27

51

190

190

25

MEADE

GRAY FORD

23

23

144

98

160

HODGEMAN

NESSLANE

GREELEY WICHITA SCOTT

96

27

83

23

96

50

83

160

283

CLARK

283

283

5056

154

154

34

96

183

147

156

4

27

25 83160

54

50

25

156

160183

56

56

billb

Typewritten Text

District 6, Area 1

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1 7/23/10

D.B.

D.D.G.

REVISIONS BY APP’DDATENO.

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE402 7/23/2010

D.D.G.

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

W.S.B.

Steven A. Buckley

Changed General Notes and Spec Book Date

AND INDEX

GENERAL NOTES

SIGNING SYMBOL KEY

7/1/03

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 KEYINDEX OF SHEETS

GENERAL NOTES

MOUNT ON PSST POST WITH COUPLER

MOUNT ON PSST POST WITH COUPLER AND FOOTING

MOUNT ON PSST POST

PROVISIONS.

ROAD AND BRIDGE CONSTRUCTION (2007 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

Sh. No.

2013

2

54K-5929-13 2

POST SPACING & SIGN ANGLE DETAILS

HEIGHT & LATERAL DISTANCE FOR ERECTION

SIGNING INDEX, SYMBOLS, & GENERAL NOTES

3

2

4

16

17

33

QUANTITIES SHEETS (INSTALLATIONS)-

SUMMARY SHEET (INSTALLATIONS AND REMOVALS)

RECAPITULATION SHEET

STANDARD STRUCTURAL SIGN SUPPORTS (WOOD & STEEL POSTS)-2018

-2221

23

24

-

-3230

MOUNTING OF SIGNS ON WOOD POSTS

MOUNTING OF FLAT SHEET SIGN BLANKS

MOUNTING OF REINFORCED PANEL SIGNS ON I-BEAM POSTS

DETAILS FOR FLAT SHEET SIGN BLANKS

DETAILS FOR PROCESSED SIGNS

DETAILS FOR REINFORCED PANELS

DETAILS FOR GUIDE SIGN LEGEND

-3634

-47 DETAILED SIGN SPECIFICATIONS

DETAILS FOR GUIDE SIGNS

37

2725

155

-2928

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS

SIGNS TO BE INSTALLED ON PROJECT

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

1

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

HIGH PERFOMANCE SIGNING PROJECTS.

THIS QUANTITY SHEET FOR USE WITH

FOR DETAILED SPECIFICATIONS.

SEE STANDARD PLAN SHEET TE590

NOTE:

K-167

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

2

2

4

K-5929-13 54

D1-2 72" x 30" 15.0 15.00

RP 0.062

KI-96 60" X 24" 10.0 20.00

RP 0.148

RP 0.483

M1-5 24" X 24" 4.0 8.00

M1-5 30" X 24" 5.0 20.00

1 M2-1 21’’ X 15" 2.19

1 M3-3 24" X 12" 2.0

1 M6-4 21" X 15" 2.19

8 R1-1 30" X 30" 5.18 41.44

2.19 "JCT"

"SOUTH"2.00

2 M4-6 24" X 12" 2.0 4.00

2.19

"END"

2 7.07W10-1 14.14

2 5.56W14-3 11.12

2 36" X 36" 9.0 18.00W3-1

170.08

"NORTH"1 M3-1 24" X 12" 2.0 2.00

2 R2-1 24" X 30" 5.0 10.00

UNINCORPORATED

Marienthal

Scott City

Leoti

48" X 48" X 36"

46See Fig. KI-96 (Sheet )

41See Fig. D1-2 (Sheet )

5

5

K-96

K-167

"SPEED LIMIT 20"

36" Dia.

EadsCO

Syracuse

Sharon Springs

PERMIT INFO

CALL 511

MOTOR CARRIER

Leaving

Come Again

KA NSA S

Tow nerCO 18

EadsCO 58

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

2

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

See Fig. KI-97 (Sheet )

1

1

1

K-5929-13 54

KI-97 48" X 24" 8.0 16.00

RP 26.279

KI-1 15.0 15.00

RP 0.122


KD12-5 30" X 36" 7.50 7.50

36" X 24" 6.0

RP 0.263

K-96

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

GreeleyCOUNTY LINE

46

1 60" X 24" 10.0

1

See Fig. KD1-1B (Sheet )

1 84" X 30"

See Fig. D2-2 (Sheet )

2 48" X 24" 8.0


1 84" X 42"


1


1 72" X 30" 15.0


KD1-1B 10.00

RP 13.931


60" X 24" 10.0KD1-1B 10.00

RP 14.132

D2-2 15.00

RP 15.480

16.00

RP 15.589RP 16.198

KI-92

D1-3 24.50

RP 16.005

D1-3 29.75

RP 16.011

D2-2

RP 16.223

15.00

Syracuse

Leoti

Sharon Springs

Horace 1

VIA COUNTY ROAD

Horace 1

VIA COUNTY ROAD

24.50

29.75

21

45

Leoti

Scott City

Tribune

42

42

46

41

42

2 KI-97 48" X 24" 8.0 16.00


RP 50.050

1 60" X 18" 7.50


1 60" X 18" 7.50


2 72" X 24" 12.0 24.00

RP 30.653

1 60" X 30" 12.50


2 KI-92 48" X 24" 8.0 16.00


RP 38.168

1 84" X 42" 24.50


1 84" X 42" 24.50


RP 37.730

RP 26.259

D1-1 7.50

RP 27.488

D1-1

RP 27.656

KI-3

RP 30.554


D2-2

RP 37.025

RP 37.197

D1-3

RP 37.675

D1-3

Tribune

Lakin

Russell Springs

Scott City

Russell Springs

Lakin

Selkirk

Selkirk

7.50

24.50

24.50

12.50

Leoti

10

24Tribune

Selkirk

White Woman

CREEK

WichitaCOUNTY LINE

46

41

41

46

42

46

41

41


RP 38.34324

48

Scott City

Dighton

42

1 72" x 30" 15.00D2-2 15.0

6

29.75135.00

147.50

RP 00.012

CITY LIMIT

CITY LIMIT

Travelers Info Call 511 (Sheet )

6

37

37

KD12-6a

See Fig. KD12-6a (Sheet )

6.00

39

39

8’ 6" X 3’ 6"

60" X 36"

39

15.0

El Quartelejo

Museum

El Quartelejo

Museum

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


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2013

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

K-5929-13 54

K-96

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

1


1

1


60" x 30" 12.50

RP 45.307

D1-2 15.0 15.00


72" X 30" 15.0

2 48" X 24" 8.0

1

1 54" X 18" 6.75


2 60" X 24" 10.0


1

1


KI-97 16.00

RP 74.000

54" X 18" 6.75

RP 52.511

D1-1

RP 52.616

20.00

RP 61.108RP 62.574

KI-92

D1-1

RP 61.457

D1-1

RP 61.488

D2-2

72" X 30"

RP 45.373

1 D1-2 15.0 15.0072" X 30"


RP 45.516

D2-2 15.00

RP 45.576

RP 50.084


D1-1 6.75


6.75

Modoc

Modoc

12.50

8

30

Leoti

Tribune

Scott City

Marienthol

Leoti

Marienthol

16

40Dighton

Scott City

COUNTY LINE

Scott

Scott City

42

41

41

42

46

41

41

46

1

1 60" X 30"


1 72" X 30" 15.0


D2-2 12.50

RP 61.576

D2-2 15.00

RP 62.604

12.50

24

46Tribune

Leoti

24

55

Dighton

Ness City

42

42

1 60" X 24" 10.0

RP 71.878

10.00

VIA COUNTY ROAD

Manning

42

1 60" X 24" 10.0 10.00

1 60" X 18" 7.50


1 60" X 18" 7.50


2 48" X 24" 8.0 16.00

RP 98.202

2 48" X 24" 8.0 16.00


1 72" X 30" 15.0 15.00


RP 72.136

D1-1 7.50

RP 72.340

D1-1

RP 72.497

RP 74.028


RP 85.387

RP 85.489

7.50

KI-97

KI-92

RP 86.656

D2-2

Grigston

Grigston

VIA COUNTY ROAD

Manning

COUNTY LINE

Lane

Dighton

23

47

Scott City

Leoti

42

41

41

46

46

42


RP 86.022Scott City

1 60" X 42"D1-3 17.50 17.50

7

114.50

CITY LIMIT

60" X 24"

60" X 24" 10.00

10.00

CITY LIMIT

Grove

Cimarron

139.50

7

37

37

See Fig. D1-3 (Sheet )41

KD1-1B

KD1-1B



10.0

10.0

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

1

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

1

1

K-5929-13 54

36" X 24" 6.0

12.0 12.00

1

4

8 1.0

2 24" x 24" 4.0

2 1.0

KI-12L

24" X 24" 4.0

I-5

KI-0

K-96

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

48" X 36"

RP 39.016

1

RP 39.139

RP 64.969

KI-59 6.00

KI-12R

KI-12L

KI-12R

12.0 12.0048" X 36"

12.0 12.0048" X 36"

12.0 12.0048" X 36"

See Fig. KI-12L (Sheet )

See Fig. KI-12R (Sheet )

See Fig. KI-12L (Sheet )

See Fig. KI-12R (Sheet )

D5-5A 16.00

KD9-0 24" X 6" 8.00

8.00

24" X 6" 2.00

6 24" X 24" 4.0D9-2 24.00

2 24" X 24" 4.0D9-3A 8.00

3 5.0KR16-1 24" X 30" 15.00

3 3.024" X 18"KR16-1A 9.003

0.2518 KRM-0 6" X 6" 4.50

38 KRM-1 6" X 6" 9.50

38 KRM-2 6" X 6" 9.50

38 KRM-3 6" X 6" 9.50

40 KRM-4 6" X 6" 10.00

40 KRM-5 6" X 6" 10.00

34 KRM-6 6" X 6" 8.50

40 KRM-7 6" X 6"

36 KRM-8 6" X 6" 9.00

36 KRM-9 6" X 6" 9.00

4.04 M1-4 24" X 24" 16.00

5.03 M1-5 30" X 24" 15.00

4.03 M1-5 24" X 24" 12.00

4.04 M1-5 24" X 24" 16.00

4.04 M1-5 24" X 24" 16.00

Picnic Area Symbol

Hospital Symbol

Trailer Camping Symbol

0.25

0.25

0.25

0.25

0.25

0.25

0.25

0.25

0.25

RP 65.130

SITE

DISPOSAL

WASTE

SITE

DISPOSAL

WASTE

45

45

45

45

45


RP 86.45632

95

Ness City

Great Bend

42

1 72" X 30" 15.0 15.00D2-2

66 24" X 24" 4.0 264.00

28 24" X 12" 2.0

30" X 30" 5.18

M3-4

R1-1

M1-5

9 21" X 15" 2.19 19.69M2-1 "JCT"

27 24" X 12" 2.0 54.00M3-2 "EAST"

2 24" X 12" 2.0M3-3 4.00

56.00 "WEST"

"SOUTH"

4 21" X 15" 2.19M6-1 8.75

10 21" X 15" 2.19M6-3 21.88

6 21" X 15" 2.19M6-4 13.13

234 1212.12

3.90R1-28 31.20

13 24" X 30" 5.0 65.00R2-1

8 24" X 30" 5.0 40.00R2-1

14 24" X 30" 5.0 70.00R2-1

8 24" X 30" 5.0 40.00R2-1

4 24" X 30" 5.0 20.00R2-1

6 24" X 30" 5.0R2-1

7 24" X 30" 5.0 35.00R2-1

1 24" X 30" 5.0R2-1

2 24" X 30" 5.0 10.00R2-1

30.00

5.00

53 24" X 30" 5.0 265.00R2-1

1 30" X 30" 6.25

1 30" X 30" 6.25R3-8

R3-7R 6.25

6.25

4 24" X 36" 6.0R3-9B 24.00

2 36" X 12" 3.0R6-1R 6.00

1 30" X 30" 6.25W1-2R 6.25

1 36" X 36" 9.0 9.00W2-2

40 36" X 36" 9.0W3-1 360.0047

1 36" X 36" 9.0W3-5 9.00

2 36" X 36" 9.0W3-5 18.00

1 36" X 36" 9.0W3-5 9.00

2 36" X 36" 9.0W3-5 18.00

8

297.50

2779.85

1 KI-59 36" X 24" 6.0 6.00

"Central" (Sheet )

"Mountain" (Sheet )45

10.00

1 1.33

2 24" X 30" 5.0 10.00

"SCHOOL"

"END SCHOOL ZONE"

S4-3 (FYG) 24" X 8" 1.33

S5-2

Airport Symbol

8

SPEED LIMIT 20

SPEED LIMIT 25

SPEED LIMIT 30

SPEED LIMIT 35

SPEED LIMIT 40

SPEED LIMIT 45

SPEED LIMIT 50

SPEED LIMIT 55

SPEED LIMIT 60

SPEED LIMIT 65

"0" See Sheet

"1" See Sheet 47

"2" See Sheet 47

"3" See Sheet 47

"4" See Sheet 47

"5" See Sheet 47

"6" See Sheet 47

"7" See Sheet 47

"8" See Sheet 47

"9" See Sheet 47

K-25

K-27

K-96

US-83

K-167

K-23

Reduced Speed Limit Ahead (20)




39

39

36" X 36" X 36"

SITE 2

WASTE

DISPOSAL

SITE 2

WASTE

DISPOSAL

Blue Arrow Symbol 44(Sheet )

Seat Belt Symbol (Sheet )

"Buckle Up Kansas Law" (Sheet )

45Green Arrow Symbol (Sheet )

)Left and Thru, Right "ONLY" (Sheet 37

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

K-5929-13 54

K-96

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

2 36" X 36" 9.0W3-5 18.00

3 36" X 36" 9.0W3-5 27.00

3 36" X 36" 9.0W3-5

5 36" X 36" 9.0 45.00W4-2R

41 7.07

10 36" X 36" 9.0

4 9.0

W10-1

1 30" X 30" 6.25W8-2

2 36" X 36" 9.0KW8-20

1 6.25W11-8 30" X 30"

81 5.56

2.024" X 12"10 20.00

5 24" X 12" 2.0 10.00

6.25

18.00

289.87

W10-2 90.00

W10-3 36" X 36" 36.00

6.25

W14-3 450.36

W16-7PL

W16-9P "AHEAD"

"DIP"

48" X 48" X 36"

9

1043.73

9



Reduced Speed Limit Ahead (55)27.00

36" Dia.

)"CAUTION WIND CURRENTS" (Sheet 37

Garden City

CITY LIMIT

US-50 & US-400

K-156

Scott City

2

4

40

50 400 83

THRU TRUCKS

FOLLOW

Garden City

JCT US-50 & US-400

Scott City

400

EASTBUSINESS

5050

Garden City

Dodge City

THRU TRUCKS

FOLLOW

MARKED ROUTE

3rd Street

Garden City

Scott City

Garden City

Dodge City

‰MILEEXIT

BUSINESS

50 400

EAST

50

US-83 Business

US-56

Liberal

2

34

64

Scott City

Garden CityVeterans of

Foreign WarsMEMORIAL HIGHWAY

Ga den Ciy

Regional Airport

NEXT EXIT

r t

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

TE433hp_03a.d

gn

05-M

AR-2

014 0

8:3

4


TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

2

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:


2

2

K-5929-13 54

KI-97 48" X 24" 8.0 16.00

RP 91.340

KI-3 8.0 16.00

See Fig. K1-3 (Sheet )

2 40.0

1 48" X 24" 8.0


80.00

RP 69.xxx

RP 53.499

1 54.0

1


1

1 26.25


RP 67.459

RP 65.xxx

RP 66.xxx

D2-2

RP 65.xxx

26.25

COUNTY LINE

FinneyRP 53.400

RIVER

Arkansas RP 68.700RP 69.006

E3-1

COUNTY LINE

Haskell

KI-97

D1-2

D1-2 84" X 30" 17.50 17.50

14

21

Deerfield

Lakin

48" X 24"

RP 69.356

See Fig. E3-1 (Sheet )

148.5074.25


46

46

46

US-83

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

RP 70.xxx

RP 69.xxx

8.00

1 30" X 36"KD12-5

1 60" X 36" 15.00

RP 66.654

KI-150 15.0


1 60" X 30"


D2-2 12.50

RP 66.710

12.50

32

62

US-56

Liberal

42

1 72" X 36"


E3-1

RP 66.832

18.0018.0

1 42.50


RP 67.000

E3-1 42.50

1 38.0


D1-3

RP 67.293

38.00

54.00

1 84" X 30" 17.50D1-2

RP 67.535


17.50

Garden City

Liberal

41

1

RP 69.224

See Fig. E1-1a (Sheet )

1 54.00

RP 69.243

E1-1a

54.0

234.0 234.00

2

RP 70.xxxRP 69.501

203.50 407.00E4-1

Travel Info Call 511 (Sheet )

10

93.00 309.00


RP 66.000

RP 68.000

2 84" X 18"D3-2 10.50 21.00

73.50 775.25


E7

See Fig. E7 (Sheet )

E7

See Fig. E7 (Sheet )

10

37

37

37

37

37

37

37

38

38

38

38

38

39

13’ 6" X 5’ 6"

8’ 6" X 5’ 0"

12’ 0" X 4’ 6"

18’ 0" X 13’ 0"

12’ 0" X 4’ 6"


KI-93

84" X 30"

18’ 6" X 11’ 0"

17.50 17.5039

7’ 6" X 3’ 6"

RP 70.xxx

7.50 7.50

9’ 6" X 4’ 0"

10’ 0" X 4’ 0"

39

Campus Dr

Spruce Street

156

Kansas Ave

M ary St

EXIT ‰MILE

Jetm ore

Garden City

Com m unity College

VIA 156

Jetm ore

Garden City

Com m unity College

NEXT EXIT

rDsupmaC

M ary St

Kansas Ave

M ary St

Kansas Ave

156

Kansas Ave

M ary St

EXIT ‰MILE

NORTH BUSINESS

EXIT MILE

83 50 83

Garden City

Scott City

‰

NORTH BUSINESS

83 50 83

Garden City

Scott City

651

651

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

TE433hp_03b.d

gn

05-M

AR-2

014 0

8:3

4


TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

2

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:


K-5929-13 54

12.0


1

1

RP 68.000

RP 70.xxx

D3-2

1 E1-1

RP 70.684


124.00124.0E3-11

147.25 147.25

RP 70.423

E3-1


1 60" X 24" 10.00

1

1 84" X 24" 14.0

1 84" X 30" 17.50

RP 91.351

RP 98.704

RP 99.157

D2-2

RP 105.537


17.50

KD1-1B


VIA COUNTY ROAD

1

VIA COUNTY ROAD

VIA COUNTY ROAD

Shallow Water

Shallow Water

35Garden City

Liberal 103

KD1-1B 14.00

KD1-1B 84" X 24" 14.0 14.00

42

42

42

42

US-83

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET



See Fig. D3-2R (Sheet )

RP 67.000

1 72" X 18"

See Fig. D3-2L (Sheet )

RP 68.000

1 72" X 18"

9.0 9.00

9.0 9.00

24.00

RP 70.xxx

137.50 137.50


RP 65.xxx

2 E1-1

RP 66.xxx

188.50 377.00

E4-12

RP 65.xxx

E4-1 187.0 374.00


10.0

Friend

2 60" X 24" 20.00


Scott City

KI-92 10.0

46

RP 66.xxx

CITY LIMIT

11

18.00

E4-11 E4-1 147.25 147.25


RP 68.000

RP 105.456RP 107.179

11

1615.75

39

39

39

38

39

38

38

38

39

12’ 6" X 11’ 0"

15’ 6" X 8’ 0"

15’ 6" X 9’ 6"

D3-2R

D3-2L

8’ 0" X 1’ 6"

1 12.50


D2-2

RP 107.239

12.5060" X 30"

45Oakley

Oberlin 106

42

15’ 6" X 9’ 6"

106.00

17’ 0" X 11’ 0"

14’ 6" X 13’ 0"

1 48" X 24"


1 60" X 24"

RP 91.172

RP 91.074

10.00

KI-97 8.0 8.00

Scott COUNTY LINE

KD1-1B


VIA COUNTY ROAD

1

42

46

10.0

Friend

See Fig. E4-1 (Sheet )38

RP 70.835

1 E4-1 15’ 6" X 9’ 6" 147.25 147.25

1 E1-1 137.50 137.5012’ 6" X 11’ 0"

RP 68.000

See Fig. E1-1 (Sheet )38

Lake Scott

State Park

Wildlife Area

Lake Scott

State Park

Wildlife Area

SiteElQuartelejo

NEXT RIGHT

Lake Scott

HISTORICAL

MARKER

HISTORICAL

MARKER

HISTORICAL

MARKER1 MILE

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

TE433hp_03c.d

gn

05-M

AR-2

014 0

8:3

4


TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

K-5929-13 54

39

1


1

1

1

RP 116.683

RP 122.146

See Fig. KD7-2 (Sheet )

RP 117.738

1

1 18.00KD7-2 72" X 36" 18.0

RP 121.491

48" X 24"

36" X 24"

36" X 24"

RP 116.793

36" X 24" 6.0

KI-97 8.0 8.00

COUNTY LINE

Logan

KD7-4L 6.0 6.00

See Fig. KD7-4L (Sheet )

KD7-4R 6.0 6.00

See Fig. KD7-4R (Sheet )

6.00

4 24" X 24" 4.0D9-2 16.00 Hospital Symbol

4 1.0KD9-0 24" X 6" 4.00

2 6.2530" X 30" 12.50 Airport Symbol

2 24" X 6" 1.0 2.00

RP 104.440

12.048" X 36"11 12.00

RP 104.573

12.0012.048" X 36"11

7 E5-1 157.50

1 60" X 30" 12.50


RP 114.405

1 72" X 30" 15.0 15.00


RP 114.523

D1-2

D1-2

12.50

Lacrosse

Oakley

1


1


60" X 30"


1

RP 116.288

RP 114.528

RP 114.403

D2-2

1 D2-2 84" X 30"

RP 116.145


37

97

Oakley

Oberlin

12.50 12.50

8

43

Scott City

Garden City

17.50 17.50

1 18.00KD7-2 72" X 36" 18.0

RP 116.141

84" X 30"

60" X 30"

41

41

42

42

42

42

US-83

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

Lacrosse

Scott City

1

RP 121.113

84" X 30"

42

1

RP 121.288

72" X 36" 18.0

10

45

Scott City

Garden City

D2-2 17.50 17.50

35

42

Oakley

I-70

D2-2 12.50 12.50


14

49

Scott City

Garden City

D2-2 17.50 17.50


18.00

1

RP 121.300

60" X 30"

42

31

38

D2-2 12.50 12.50


Oakley

1-70

43

43

43

KI-0

7.507.50KR3-8g1

10.0KR3-8b1

KD7-2

See Fig. KD7-2 (Sheet )39

36" X 30"

48" X 30" 10.00

46

45

45

12

171.50

278.00

I-5

KI-12aR

KI-12aL

22.50

See Fig. KI-12aR (Sheet )

See Fig. KI-12aL (Sheet )

KD7-3


12

39

KR8-130

D10-22

2

2

24" X 30" 5.0 150.00

12" X 36" 3.0 6.00

6.003.012" X 36"D10-2

6.003.012" X 36"D10-2

"66"

"67"

"68"

5’ 0" X 4’ 6"

157.50

36See Sheet

SITE 2

WASTE

DISPOSAL

SITE 2

WASTE

DISPOSAL

Blue Arrow Symbol (Sheet )

Green Arrow Symbol (Sheet )45

44

(Sheet )37

(Sheet )37

37(Sheet )"NO DRIVING ON SHOULDER"

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

TE433hp_03d.d

gn

05-M

AR-2

014 0

8:3

4


TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

K-5929-13 54

5 24" X 30" 5.0 25.00R2-1

2 24" X 30" 5.0 10.00R2-1

2 24" X 30" 5.0 10.00R2-1

11 24" X 30" 5.0 55.00R2-1

41 24" X 30" 5.0 205.00R2-1

2 36" X 48" 12.0 24.00R2-1

1 36" X 48" 12.0 12.00R4-7

7 6.25 43.75R5-1 30’’ X 30’’

4 6.0 24.0036’’ X 24’’R5-1a

2 5.0 10.0024’’ X 30’’

20 5.0 100.0030’’ X 24’’R8-7

7 9.0 63.0036’’ X 36’’

1 9.036’’ X 36’’W1-2R 9.00

1 5.024’’ X 30’’ 5.00W1-8

29 9.0W3-1 261.00

3 16.0W3-3 48.0048" X 48"

1 16.0W3-4 16.0048" X 48"

1 9.0W3-5 36" X 36" 9.00

2 9.0W3-5 36" X 36" 18.00

2 9.0W3-5 36" X 36" 18.00

2 16.0W3-7 48" X 48" 32.00

8 9.036" X 36" 72.00W4-1R

2 9.036" X 36" 18.00W4-2L

2 9.036" X 36" 18.00W4-2R

1 9.036" X 36"W6-1 9.00

1 9.036" X 36"W6-2 9.00

1 9.036" X 36"W6-3 9.00

2 9.036" X 36"W8-1 18.00

2 7.07 14.14W10-1

2 9.036" X 36" 18.00W11-10

2 4.024" X 24"W13-1

1 20.048" X 60"W13-3 20.00 "RAMP 25 MPH"

1 20.048" X 60"W13-3 20.00 "RAMP 40 MPH"

73 5.56W14-3 405.88

2 2.024" X 12"W16-7PL 4.00

34 6" X 6" 0.25 8.50

34 6" X 6" 0.25 8.50

5 M1-5 4.024" X 24" 20.00

9 M1-5 4.024" X 24" 36.00

4 M1-5 4.024" X 24" 16.00

9 M1-4 5.030" X 24" 45.00

9 M1-4 4.024" X 24" 36.00

62 M1-4 4.024" X 24" 248.00

10 M2-1 2.1921" X 15" 21.88 "JCT"

22 M3-1 2.024" X 12" 44.00 "NORTH"

3 M3-2 2.024" X 12" 6.00 "EAST"

21 M3-3 2.0 42.00 "SOUTH"

6 M3-4 2.024" X 12" 12.00 "WEST"

5 M4-3 2.024" X 12" 10.00 "BUSINESS"

5 M4-6 2.024" X 12" 10.00 "END"

8 M6-1 2.1921" X 15" 17.50

9 M6-3 2.1921" X 15" 19.69

6 M6-4 2.1921" X 15" 13.1321" X 15" 13.13

R1-1 30" X 30" 5.18 709.66137

R1-1 48" X 48" 13.251 13.25

R1-2 19.505 3.90

R2-1 24" X 30" 50.0010 5.0

US-83

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

6" X 6"28

6" X 6"76

0.25 7.00

0.25 19.00

6" X 6"18 0.25 4.50

10 6" X 6" 0.25 2.50

14 6" X 6" 0.25 3.50

28 6" X 6" 0.25 7.00

32 6" X 6" 0.25 8.00

24 6" X 6" 0.25 6.00

47

47

47

47

47

47

47

47

"0" See Sheet

"1" See Sheet

"2" See Sheet

"3" See Sheet

"4" See Sheet

"5" See Sheet

"6" See Sheet

"7" See Sheet

47"8" See Sheet

47"9" See Sheet

48" X 48" X 36"

36" X 36" X 36"

13

S1-1 (FYG)

2059.86

24" X 12"

Truck Crossing

45 MPH Advisory

1045.02

13

KRM-0

KRM-1

KRM-2

KRM-3

KRM-4

KRM-5

KRM-6

KRM-7

KRM-8

KRM-9

"SPEED LIMIT 20"

"SPEED LIMIT 35"

"SPEED LIMIT 40"

"SPEED LIMIT 45"

"SPEED LIMIT 55"

"SPEED LIMIT 65"

"SPEED LIMIT 70"

K-4

K-95

K-96

US-400

US-50

US-83




36" X 36"

8.00

KR8-1 (Sheet )"NO DRIVING ON SHOULDER" 37

36" Dia.

Liberal

JCTUS-50

US-400

Liberal

JCTUS-50

US-400

US-50 AND US-83 1

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

TE433hp_03a(b

us).dgn

05-M

AR-2

014 0

8:3

4


TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

1

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

1

1

K-5929-13 54

KR14-5 30" X 30" 6.25

D1-3 21.0 21.00


72" X 18"

1

D2-1

R1-2

72" X 42"


47

2 48" X 24" 8.0

2 60" X 24"


20.00

46

1 72" X 30" 15.00


1

See Fig. D1-1a (Sheet )

12.75

39

18

5 21" X 15" 2.19

36.00

M6-1

7 15.31M6-3

281.81

506.40

6.25

RP 0.021

RP 0.042

9.0 9.00

RP 0.076

1 D1-3 21.0 21.00


72" X 42"

RP 0.472

RIVER

Arkansas

See Fig. KI-3 (Sheet )46

RP 1.609RP 1.836

KI-3 16.00

Garden CityCITY LIMIT

RP 1.776RP 5.018

KI-92 10.0

35

80

Scott City

OakleyRP 4.461

15.0

D1-1a

RP 4.632

1 24" X 12"M3-4 2.002.0 "WEST"

2

M4-3 24" X 12" 2.0

M4-5 2.19 4.38

2 21" X 15" 2.19 4.38M5-1L

3 21" X 15" 2.19 6.56M5-1R

1 21" X 15" 2.19 2.19M6-2L

1 21" X 15" 2.19 2.19M6-2R

21" X 15" 2.19

3 21" X 15" 2.19M6-6R 6.56

43 30" X 30" 5.18R1-1 222.74

2 48" X 48"R1-1 26.5013.25

3.90 3.90

2 24" X 30" 5.0 10.00R2-1

7 24" X 30" 5.0 35.00R2-1

1 24" X 30" 5.0R2-1

2 24" X 30" 5.0 10.00R2-1

4 24" X 30" 5.0 20.00R2-1

4 24" X 30" 5.0R2-1

1 24" X 30" 5.0R2-1

2 24" X 30" 5.0R2-1

3 30" X 30" 6.25 18.75

20.00

2 30" X 30" 6.25 12.50

5.00

5.00

10.00

R3-7R

KR3-8g

2 30" X 30" 6.25R5-1

14

US-83 BUSINESS

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

14

See Fig. KR14-5 (Sheet )

42

2Garden City

42

D2-2

"BUSINESS"

"TO"21" X 15"

12.50

TRUCKS

THRU

NO

39

39

12.75

"SPEED LIMIT 20"

"SPEED LIMIT 30"

"SPEED LIMIT 35"

"SPEED LIMIT 40"

"SPEED LIMIT 45"

"SPEED LIMIT 50"

"SPEED LIMIT 55"

"SPEED LIMIT 65"

8’ 6" X 1’ 6"

12.75

10.94

36" X 36" X 36"

1 36" X 24" 6.0 6.00R5-1a

1 30" X 24" 5.0M1-4

3 21" X 15"M2-1

11 24" X 24" 4.0M1-4 44.00

5.00

24 24" X 24" 4.0M1-4 96.00

1 30" X 24" 5.0M1-5 5.00

"JCT"6.562.19

2 24" X 12"M3-1 4.002.0 "NORTH"

2 24" X 12"M3-3 4.002.0 "SOUTH"

2 0.25

2 0.25

1 24" X 24" 4.0

2 1.0

D9-2

KD9-0 24" X 6" 2.00

4.00

0.50

0.506" X 6"

6" X 6"

47

47

Hospital Symbol

"1" See Sheet

"5" See Sheet

KRM-1

KRM-5

US 400

US 50

US 83

K-156

Blue Arrow Symbol (Sheet )44

37(See Sheet )

QUANTITIES SHEET

QUANTITY

TYPE OF SIGN

QUANTITY

TYPE OF SIGN

NO.

SIGN

SIZE

SIGN SHEET

FLAT

PANEL

REINFORCED

(AS REQUIRED)

DESIGN DETAILS

NO.

SIGN

SIZE

SIGN

(AS REQUIRED)

DESIGN DETAILS


Sh. No.

2013

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

7/1/03 TE433hp

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT

SHEET

FLAT

PANEL

REINFORCED

PER SIGN

SQ FT

SQ FT

TOTAL

SQ FT

TOTAL

PER SIGN

SQ FT





NOTE:

K-5929-13 54

1 6.25 6.25

3 5.56

15 2.024" X 12" 30.00

14 2.024" X 12" 28.00

4

6.25 6.25

W3-1 9.0 36.00

2 W3-3 9.0

1 W3-5 9.0 9.00

1 W3-5 9.0 9.00

2

9.01

7.07

16 6.25

1 W1-2R 30" X 30"

36" X 36"

36" X 36" 18.00

36" X 36"

36" X 36"

W10-1

W11-10 36" X 36"

W11-2 30" X 30" 100.00

W12-1 30" X 30"

W14-3 16.68

W16-7pL

W16-9p

15

48" X 48" X 36"

14.14

US-83 BUSINESS

SIGN INSTALLATIONS

HIGH PERFORMANCE

QUANTITIES SHEET

15

381.32

1 24" X 30" 5.0 5.00KR8-1

13 36" X 36" 6.75

1 30" X 30" 6.25 6.25W1-1L

87.75S1-1 (FYG)

9.00



36" Dia.

37(See Sheet )

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1 7/23/10

D.B.

D.D.G.


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

Revised Tables

INSTALLATIONS AND REMOVALS

FOR

SUMMARY OF QUANTITIES

7/1/03

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

Sh. No.

2013 16 54K-5929-13

16

33

2467

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D.B.

D.D.G.


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

Changed Bid Items as per Spec Book (2007)

BID ITEMS

SIGNING & DELINEATION

RECAPITULATION OF

7/1/03

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

Sh. No.

2013 17 54K-5929-13

17

2900

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE503 7/22/2003

D.D.G.

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

A.A.D.

Steven A. Buckley

FLAT SHEET SIGNS

SIGN BLANK DETAILS FOR

7/1/03

A

D

C

E

E

C

B

SIGN SIZE A B C D E T AREA SIGN SIZE A B C T AREA SIGN SIZE A B C D T AREA

SIGN SIZE A B C D E F G T AREA SIGN SIZE A B C D T AREA SIGN SIZE A B C D E T AREA

B

B

C

A

A

30 X 30

36 X 36

30

36 36

30 3

6 24

24 15

18 0.080

0.080 5.18

7.46

5 X 5 5 2 1/2 3/8 0.040 0.17

2.250.0801 1/261818 X 18

24 X 24

30 X 30

36 X 36 36

30

24 12

12

18 2 1/4

1 7/8

1 1/2 0.080

0.080

0.080 9.00

6.25

4.00

48 X 48 48 12 15 3 2 1/2 16.00

48 X 48 48 48 12 24 9 30 24 2 1/2 13.25 36 X 36 36 3 18 2 0.080 3.90

60 X 60

48 X 48 48

60 3

3 12

18 18

18 3

4 0.100

0.080 6.93

10.83

CENTER HOLE IS REQUIRED.

HOLES SHALL BE 5/16 " DIAMETER.

ALL DIMENSIONS ARE IN INCHES.

OF THE ALUMINUM BLANK.

THE DIMENSION "T" IS THE THICKNESS

OTHERWISE NOTED.

ALL HOLES ARE 3/8 " SQUARE UNLESS

NOTE:


B

B

C CA

A

D

F

D

C

G

G

C

B

A

E E

D

A

B

C

A

E

A

B

C

A

D

Sh. No.

2013

KD

OT G

raphics C

ertified

KDOT Graphics Certified 01-18-201125

54K-5929-13 25

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE506 7/22/2003

D.D.G.

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

A.A.D.

Steven A. Buckley

FLAT SHEET SIGNS


7/1/03

DIMENSION "D" REQUIRES A CENTER HOLE.

HOLES SHALL BE 5/16 " DIAMETER.

OF THE ALUMINUM BLANK.

THE DIMENSION "T" IS THE THICKNESS

OTHERWISE NOTED.

ALL HOLES ARE 3/8 " SQUARE, UNLESS

NOTE:


A

B

C

C

D

E EF

G

A

B

C

C

D

E

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

10.00

12.00

16.00

15.75

10.00

12.50

15.00

20.00

12.00

18.00

21.00

24.00

24.00

32.00

25.00

17.50

28.00

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

15.00

10.50

10.50

14.00

13.50

17.50

21.00

24.50

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

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

2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

3/8

3/8

3/8

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2

1 1/2

1 1/2

1 1/2

Sh. No.

2013

KD

OT G

raphics C

ertified


54K-5929-13 26

Dra

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File :

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Plotted :

TE509.d

gn

05-M

AR-2

014 0

8:3

4


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

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

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

NOTES:


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

Sh. No.

2013

7.07 4.69

6.75

5.56

KD

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE512 7/22/2003

D.D.G.

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

B.A.H.

Steven A. Buckley

INTERSTATE ROUTE MARKERS

PROCESSED SIGN DETAILS

7/1/03

DIMENSIONS ( IN )

A A/2 B C D E F G H I J KSIZE

45"x36"

30"x24"

24"x24"

36"x36"

2

3

2

3

24

24 24

36

36 36

30

45

12

18

15

15

15

22.5

2.5

2.5

3.75

3.75

0.5

0.5

0.75 0.75

0.75 0.75

1.5

1.5

2.25

2.25

10

10

6

6

6

6

9

9

4

47.813

7.813

11.688

11.688

0.5

0.5

NOTE:

CENTERLINE.

OPTICALLY SPACE NUMERALS ABOUT VERTICAL

THE NUMERALS SHALL BE SERIES "D" LEGEND.

LAYOUT SHEETS FOR NUMERALS TO BE USED.

SEE PLAN, QUANTITY, OR SIGN DESIGN

BACKGROUND:

BORDER AND LEGEND: WHITE (REFLECTIVE)

COLORS:

INTERSTATE- RED (REFL)

KANSAS AND DIGITS- BLUE (REFL)


DETAILED SPECIFICATIONS.

SEE STANDARD PLAN SHEET TE590 FOR

A

A/2 A/2

B

E

I

H

EEE

G

F

D

C

JJ

K K

M1-1

Sh. No.

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE515 7/22/2003

D.D.G.

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

B.A.H.

Steven A. Buckley

KANSAS ROUTE MARKERS

PROCESSED SIGN DETAILS

7/1/03

A

B

C

C

D

E E

F

F

G

A

C

C

D

B

E E

F

F

G

NUMERALS - BLACK

SUNFLOWER - YELLOW

BACKGROUND AROUND SUNFLOWER - BLACK

COLORS

DETAILED SPECIFICATIONS.

SEE STANDARD PLAN SHEET TE590 FOR

CENTERLINE.

OPTICALLY SPACE NUMERALS ABOUT VERTICAL

THE NUMERALS SHALL BE SERIES "D" LEGEND.

LAYOUT SHEETS FOR NUMERALS TO BE USED.

SEE PLAN, QUANTITY, OR SIGN DESIGN

NOTE:


SIZE A B C D E F G

24 X 24

30 X 24 24

24 24

30 6

6 12

12 1

0.75 0.75

0.75 1.5

1.5

ALL DIMENSIONS IN INCHES.

1 OR 2 DIGITS 3 DIGITS

Sh. No.

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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

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:


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.

2013

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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"


7/1/03

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:


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.

2013

KD

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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"


7/1/03

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.

2013

KD

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE557 7/22/2003

D.D.G.

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

B.A.H.

Steven A. Buckley

KANSAS ROUTE SHIELDS

LEGEND DETAILS

GUIDE SIGN

7/1/03

A

B

E

C

C

D* A

B

C

C

D*

F

G

H

J J

K K

L

L

KL

M

1 OR 2 DIGITS

PETALS

3 DIGITS

ALL DIMENSIONS IN INCHES.

D* - NUMERALS OPTICALLY SPACED ABOUT VERTICAL CENTERLINE

- BLACKLEGEND

- YELLOWBACKGROUND

COLORS:

24" X 24"

30" X 24"

- - -

-

336" X 36" - - -

45" X 36" -

3/8

24

24

24

36

3636

36 45

9

9

12 D

12 D

18 D

18 D

10 1/4

15 3/8

10

15

12

18

12 3/4

19

4

4 1/2

1 7/8

2 1/4

2 1/4

3 3/8

1 1/4

1 7/8

1 1/2

1/4

1/4

1/4

1/4

1/4

3/86 3/4

SIZE A B C D* E F G H J K L M


Sh. No.

2013

KD

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE560 7/22/2003

D.D.G.

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

W.S.B.

Steven A. Buckley

ARROWS

LEGEND DETAILS

GUIDE SIGN

7/1/03

F

DEC

B

R

A A

B

CD

E

F

R

A

B

C

D

EF

G

H

J

K

L

R

K

H

32"

22"

16"

1" R.

B

C

D

EF

G

R

A

H J

K

K

L

3"

H

45°

ARROW DIMENSIONS ( INCHES )




6 1/2"

A B C D E F RA B C D E F R

A B C D E F G H J K L R

A B C D E F G H J K L R

TYPE ’’C’’

TYPE "A" ARROW

TYPE "B" ARROW

SPECIFICATIONS.

SEE STANDARD PLAN SHEET TE590 FOR DETAILED

MAINLINE OF EXPRESSWAYS WITH AT-GRADE INTERSECTIONS.

WITH INTERCHANGES. USE TYPE ’B’ ARROWS ON THE

USE TYPE ’A’ ARROWS ON INTERSTATE AND EXPRESSWAY

NOTE:


10.67" U.C.

13.33" U.C.

16" U.C.

10.67" U.C.

13

2

317

4

13

10.67" U.C.

13.33" U.C.

16" U.C.

13 17

10.67" U.C.

13.33" U.C.

16" U.C. 25

8115 4

33 5 1651 4

124 1613

4118 14 2

14 6 211 4

129 43

4122 17 8

35 817 4

31 8535 1

16911 8

311 16118 4

32 413 16

154

114 169

8115 4

310 16118 8

311 432 16

1516

716

12 21

169

4118 8

710 4114 2

13 1631 2

14 169 2

1 2 1692 8

516

11

4122 8

515 814 16

71 415 8

58

13 43

87

8115

4118

17 16118 8

311 432 16

158

14 85

412 2

12 43

169

2120 8

710 4114 2

13 1631 8

15 432 8

72 1 1611

4122 8

14 1671 8

16 43

413 8

73 411 8

7

85

ADVANCE TURN (90°)

ADVANCE TURN (45°)

Sh. No.

2013

KD

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE563 7/22/2003

D.D.G.

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

W.S.B.

Steven A. Buckley

ARROWS AND HYPHENS

LEGEND DETAILS

GUIDE SIGN

7/1/03

R

A

B

C

D

E

FE

H

D

E

A

B

C

F G R

D

E

E

A

B

C

C

H

F

G

R

B

A

SPECIFICATIONS.


NOTE:


A B C D E F RLETTER HEIGHT A B C D E F GLETTER HEIGHT H R A B C D E F GLETTER HEIGHT H R

3

34"

6"

8"

4

6

8

6

9

12 6

3

6"

8" 6 3

65

11

6"

8"

9

9 12 6 10

41

3

87

4

21

6

21

1

41

2

327

165

167

21

4 167

85

165

81

10 21

7 85

5 41

2 169

2 21

4 85

5 165

167

21

13 10 21

7 83

3 21

7 167

85

43

6 3 41

2

1615

3

41

4 165

21

7 167

85

83

3

ARROW DIMENSIONS ( INCHES ) ARROW DIMENSIONS ( INCHES ) ARROW DIMENSIONS ( INCHES )

STANDARD ARROW

ADVANCE TURN (90°) ADVANCE TURN (45°)

A BLETTER HEIGHT

3 1

2

3

6"

8"

6

9

10.67"

13.33"

16"

21

4 21

1

21

7 21

2

HYPHEN

DIMENSIONS ( INCHES )

HYPHEN

Sh. No.

2013

KD

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54K-5929-13 35

12"

10"

A

B

C

B

C

A

B

C

A

6’-0"

8"

8"

8"5’-0"

5’-0"

4’-6"

4’-0"

6"

3’-6"

6’-0" X 5’-0"

E5-1

5’-0" X 4’-6"

E5-1

4’-0" X 3’-6"

E5-1

BORDER = 2"

R = 9"

BORDER = 2"

R = 6"

BORDER = 1"

R = 6"

E X I T E X I T E X I T

4.92 8.9416.85 11.46 13.03 16.85 9.57 4.09 7.4414.02 10.87 14.02 7.64 8.66 5.9411.22 3.27 11.22

23" 23"

19" 27"

10"30 OR 150

45 OR 135

60 OR 120

8"

6"

27" 27"

23" 23"

19" 27"

30 OR 150

45 OR 135

60 OR 120

8"

7"

4"

30 OR 150

45 OR 135

60 OR 120 3"

6"

4"

A BANGLE* C A BANGLE* C A BANGLE* C

ARROW ARROW ARROW

18 1/2" 18 1/2" 22 1/4"

19 1/8"

15 5/8"

15 5/8"

19 1/8"

22 3/8"

STA. ANGLE*

ARROW

STA. ANGLE*

ARROW

STA. ANGLE*

ARROW

STA. ANGLE*

ARROW

STA. ANGLE*

ARROW

STA. ANGLE*

ARROW

SPECIFICATIONS.


ALL DIMENSIONS ARE IN FEET AND INCHES.

ALL LEGEND SHALL BE MODIFIED SERIES ’E’.

NOTE:

LEGEND - WHITE

BACKGROUND - GREEN

COLORS:

* MEASURED IN DEGREES

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TE575.d

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TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE575 7/22/2003

D.D.G.

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

K.D.S.

Steven A. Buckley

E5-1

GORE SIGNS

DESIGN DETAILS

7/1/03

Sh. No.

2013K-5929-13

36

5436

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Garden City

JCT US-50 & US-400

Scott City

NEXT EXIT

Garden City

Regional Airport

US-50 & US-400

K-156

Scott City

2

4

40

THRU TRUCKS

FOLLOW

MARKED ROUTECITY LIMIT

Garden City

THRU TRUCKS

FOLLOW

50 83400

50 400 83

Veterans of

Foreign WarsMEMORIAL HIGHWAY

El Quartelejo

Museum

El Quartelejo

Museum

PERMIT INFO

CALL 511

MOTOR CARRIER

Leaving

Come Again

KA NSA S

ONLYONLYONLY

ONLY

WINDCURRENTS

CAUTION

ONLY

Sh. No.

2013

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HP

Sig

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05-M

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4

KANSAS


SHEETSSHEET NO.


K-5929-13 54

SHEET 1 OF 3

DETAILS

GUIDE SIGN

37

37

11

9

5.6 6

7.5

6

7 13.6 6 24.1 6 4 6 29.1

46

18.6 20.5 6 16.1

8.5

1

114

56

5.6 9 4 27.2 6 16.1

6.6

52.8

46.1

7.5

24.5

48

114

D1-3 US50; US400; Scott City; Garden Ciity; 6.0" Radius, 1.0" Border, White on Green;

Standard Arrow Custom 9.0" X 6.0" 90{; [JCT US-50 & US-400] D; [Scott City] D;

Standard Arrow Custom 9.0" X 6.0" 180{; [Garden City] D;

Table of distances between letter and object lefts.

5.6 13.0 5.2 4.8 9.6 5.5 5.1 4.1 5.2 10.2 10.0 5.5 5.1 3.4 5.5 5.4 4.2 6.6

18.6 5.2 4.6 4.4 3.7 8.6 5.7 2.4 3.6 4.4 52.8

5.6 13.0 5.4 5.3 3.3 4.9 5.0 9.3 5.7 2.4 3.6 4.4 46.1

J C T U S - 5 0 & U S - 4 0 0

S c o t t C i t y

G a r d e n C i t y

11.6

10.7

31.1 56 10.7 33.1

810.7

11.5 69.8 10.7 58.58

8

49.3 30 8 25.4

31.1

11.5

49.3

9

66

162

E3-1 Garden City Regional Airport; 9.0" Radius, 2.0" Border, White on Green;

[Garden City] E Mod; [Regional Airport] E Mod; [NEXT EXIT] E Mod;


31.1 11.4 10.8 6.8 10.1 10.1 17.5 12.0 5.0 7.5 8.6 31.1

11.5 11.2 9.3 10.9 5.3 10.2 10.1 10.8 12.7 13.5 6.1 7.7 9.1 10.3 6.5 5.3 11.5

49.3 8.4 7.6 8.1 13.9 7.6 8.6 3.2 6.0 49.3

G a r d e n C i t y

R e g i o n a l A i r p o r t

N E X T E X I T

98

9 36.8 8 6.9 8 44.9 15 6.4

68

9 32.1 86.5 7.4

68

9 31.6 8 24.8 45.9 15.7

9

9

9

9

54

144

E7 US-50 & US-400; K-156; Scott City; 6.0" Radius, 2.0" Border, White on Green;

[US-50 & US-400] E Mod; [2] E Mod; [K-156] E Mod; [4] E Mod; [Scott City] E Mod; [40] E Mod;


9.0 8.4 8.1 5.6 8.0 14.7 14.9 8.4 8.0 4.6 9.0 8.3 21.6 6.4 9.0

9.0 7.6 5.7 4.4 8.0 92.9 7.4 9.0

9.0 8.2 7.0 6.8 5.6 12.0 9.0 3.8 5.6 52.3 9.1 6.6 9.0

U S - 5 0 & U S - 4 0 0 2

K - 1 5 6 4

S c o t t C i t y 4 0

56

12.3 16.4 6 25

46

23.1 25.8

46

9.9 25.8 6 20.4

12.3

23.1

9.9

5

36

72

E3-1 Trucks Follow;

3.0" Radius, 1.0" Border, White on Green;

[THRU TRUCKS] C; [FOLLOW] C; [MARKED ROUTE] C;


12.3 4.0 4.6 4.5 9.3 4.0 4.6 4.5 4.3 4.3 3.3 12.3

23.1 4.0 4.8 4.0 4.0 4.5 4.5 23.1

9.9 4.9 4.8 4.5 4.3 4.1 9.2 4.3 4.8 4.3 4.0 3.0 9.9

T H R U T R U C K S

F O L L O W

M A R K E D R O U T E

11.3

10.7

10.1 56 10.7 33.1

88

28.2 25.8 8 29.8

10.1

28.2

10

48

120

I93 Garden City; 6.0" Radius, 2.0" Border, White on Green;

[Garden City] E Mod; [CITY LIMIT] E Mod;


10.1 11.4 10.8 6.8 10.1 10.1 17.5 12.0 5.0 7.5 8.6 10.1

28.2 8.0 3.3 6.5 16.0 7.5 3.7 9.4 3.3 5.9 28.2

G a r d e n C i t y

C I T Y L I M I T

66

27.3 16.4 6 25

66

38.1 25.8

624

6 24 6 30 6 24

27.3

38.1

6

6

60

102

E3-1 Trucks Follow; 6.0" Radius, 1.3" Border, White on Green;

[THRU TRUCKS] C; [FOLLOW] C;


27.3 4.0 4.6 4.5 9.3 4.0 4.6 4.5 4.3 4.3 3.3 27.3

38.1 4.0 4.8 4.0 4.0 4.5 4.5 38.1

6.0 30.0 36.0 24.0 6.0

T H R U T R U C K S

F O L L O W

66

8.3 31.4 6 6

66

6 25.7 6 16.3

44

7.5 22.2 4 18.8

8.3

6

7.5

4

36

60

KI-150 conventional 2 lines;

3.0" Radius, 1.0" Border, White on Brown;

[Veterans of] C; [Foreign Wars] C;

[MEMORIAL HIGHWAY] C;


8.3 4.5 4.0 3.4 4.5 2.9 4.9 4.3 8.9 4.1 1.9 8.3

6.0 3.6 4.6 2.9 4.5 2.4 4.8 8.9 5.7 4.8 2.9 2.9 6.0

7.5 3.5 2.6 3.5 3.1 3.1 1.2 3.2 6.0 3.0 1.4 3.0 2.9 3.2 2.8 2.5 7.5

V e t e r a n s o f

F o r e i g n W a r s

M E M O R I A L H I G H W A Y

46

5.6 5.4 6 37.4

46

12 28.4

15

4

8 6

5.6

5.6

4 5

24

60


[El Quartelejo] C; [Museum] C;

Standard Arrow Custom 6.0" X 4.0" 0{;

Table of letter and object lefts.

5.6 10.2 17.0 22.1 26.6 31.4 34.3 37.7 42.2 44.5 48.2 51.4

12.0 17.9 22.2 26.2 30.7 35.5 48.4

E l Q u a r t e l e j o

M u s e u m

46

5.6 5.4 6 37.4

54

8.8 6

14

6

8 28.4

5.6

8.8

5 4

24

60


[El Quartelejo] C;

Standard Arrow Custom 6.0" X 4.0" 180{; [Museum] C;


5.6 10.2 17.0 22.1 26.6 31.4 34.3 37.7 42.2 44.5 48.2 51.4

8.8 22.8 28.7 33.0 37.0 41.5 46.3

E l Q u a r t e l e j o

M u s e u m

2.9

M

2.7

O

2.4

T

2.1

O

2.6

R

5.7

C

2.1

A

2.7

R

2.4

R

2.4

I

1.3

E

2.1

R

1.7 2.9

6.1

P

2.4

E

2.1

R

2.4

M

2.7

I

1.1

T

5.5

I

1.3

N

2.4

F

2.1

O

1.8 6.1

3.5 9.0

C

2.6

A

3.2

L

2.7

L

6.0

5

3.0

1

1.7

1

0.8 3.5

34

2.911.5 4 14.7

34

6.1 12.33.9

7.6

34

3.56 3 10.5 4 5.5

2.96.1

3.5

3

24

36

KD12-6a;

1.5" Radius, 0.6" Border, White on Blue;

[MOTOR CARRIER] B;

[PERMIT INFO] B;

[CALL 511] C;


46

12.3 35.4

47

8.2 43.6

46

5 21.5 6 22.5

12.3

8.2

5

5

36

60


[Leaving] E Mod; [KANSAS] E Mod;

[Come Again] E Mod 50} spacing;


12.3

L

5.6

e

5.3

a

5.4

v

6.2

i

3.4

n

5.7

g

3.8 12.3

8.2

K

6.7

A

8.4

N

7.4

S

7.0

A

8.5

S

5.6 8.2

5.0

C

5.6

o

4.8

m

7.3

e

9.8

A

6.7

g

4.8

a

4.9

i

2.3

n

3.8 5.0

KI-1;

8.9

12.6

3.6 10.2

1.5

4

2.612.2

15.8

12.7

2.20.7

2.8

18.7

3.9 6.8

1.5

4

3.1 12.2

15.8

12.7

3.90.7

8.9

12.6

2.210.2

1.5

4

3.1 12.2

3.6

2.6

3

1.5 3

1.5 3

30

48

1.9" Radius, 0.8" Border, 0.5" Indent, Black on White;

[ONLY] D 40} spacing; [ONLY] D 40} spacing;

[ONLY] D 40} spacing;

KR3-8b;

8.8

12.7

3 10.1

1.5

4

3 12.4

16

12.8

4.20.7

2.4

22.8

015 3

20.6

3

1.2 4.8

30

36


L ir=4.5, s=2.5;


K ir=13.25, s=2.5;

KR3-8g;

3.6

5

7.7 8.6

2.3

5

4 16

2.2

3

10.1 3.8

2.3

3

3.4 17.2

7.7

4

10.1

3.4

3.6

30

24

KR8-1;

[NO] D 150} spacing;

[DRIVING] B 76} spacing;

[ON] C 78} spacing;

[SHOULDER] C;

NO

SHOULDER

ON

DRIVING

0.4" Indent, Red on White;

1.5" Radius, 0.6" Border,

18.4

7

18.4 28

27

24.4 16

27

15.1 34.6

18.4

24.4

15.1

21.4

64.8

64.8

KW8-20;

[CAUTION] C 50} spacing;

[WIND] C 50} spacing;

[CURRENTS] C 50} spacing;


18.4 4.2 5.0 4.4 4.1 1.7 4.8 3.8 18.4

24.4 5.9 1.7 4.5 3.9 24.4

15.1 4.4 4.6 4.6 4.5 4.1 4.4 4.1 3.9 15.1

48.0" across sides 3.8" Radius,

1.3" Border, 0.8" Indent, Black on Yellow;

C A U T I O N

W I N D

C U R R E N T S

8.8

12.7

1.5

4

16

12.8

2.4

22.8

3

1.2 4.8

30


L ir=4.5, s=2.5;


K ir=13.25, s=2.5;

36

10.1

12.4

4.20.7

20.6

3

3

3 15

R3-8;

50 50 400

Garden City

Dodge City

‰MILEEXIT

BUSINESS A ST

50 40050

E

US-83 Business

US-56

Liberal

2

34

64

Scott City

Garden City

Garden City

Scott City

BUSINESS E

50 50 400

A ST

Garden City

Dodge City

NEXT EXIT

Jetm ore

Garden City

Com m unity College

VIA

Jetm ore

Garden City

Com m unity College

156

Kansas Ave

M ary St

EXIT MILE‰

156

M ary St

Kansas Ave

156

M ary St

Kansas Ave

156

Kansas Ave

M ary St

EXIT MILE‰

156

Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

GS_02_

HP

Sig

n.d

gn

05-M

AR-2

014 0

8:3

4

KANSAS


SHEETSSHEET NO.


K-5929-13 54

SHEET 2 OF 3

DETAILS

GUIDE SIGN

38

38

14

10

15.4 74.2

12

36

34.5 36

12

12

44.5 8.9

14

10

1.629.5

37.1 36 12 45

10

13.3

45.7 70 13.3 41.3

10.4

13.3

51 59.4 13.3 41.3

12.5

10

55.1 31.7

105

15

10 20.9

107.5

10

10 33.2

41.9

15.4

45.7

51

55.1

14.5

12

14.5

156

216

E1-1a; 12.0" Radius, 2.0" Border, White on Green;

[BUSINESS] E Mod; [EAST] E Mod; [Garden City] E Mod; [Dodge City] E Mod;

[EXIT] E Mod; [‰] E Mod; [MILE] E Mod;


15.4 10.5 10.6 10.5 4.6 10.5 9.5 10.0 52.5 10.5 12.0 10.0 7.5 41.9

34.5 73.1 48.0 45.0 15.4

45.7 14.2 13.5 8.5 12.6 12.7 21.8 15.0 6.2 9.4 10.7 45.7

51.0 14.0 11.7 12.6 12.6 21.8 15.0 6.2 9.4 10.7 51.0

55.1 9.5 10.7 4.1 17.4 30.9 11.8 4.5 9.5 7.4 55.1

B U S I N E S S E A S T

G a r d e n C i t y

D o d g e C i t y

E X I T ‰ M I L E

98

10.535.9 8 54.7 18

6.4

68

10.536.5 71.1 15.4

68

10.542.1

10.5

10.591.4

9

54

144

E7 US-83 Business; US-56; Liberal;


[US-83 Business] E Mod; [2] E Mod; [US-56] E Mod;

[34] E Mod; [Liberal] E Mod; [64] E Mod;


10.5 8.4 8.0 5.1 8.1 14.3 9.3 7.3 7.5 4.6 7.6 6.7 6.7 23.0 6.4 10.5

10.5 8.4 8.0 5.7 8.0 77.5 8.0 7.4 10.5

10.5 8.3 4.6 6.8 7.6 5.1 8.2 67.0 8.0 7.4 10.5

U S - 8 3 B u s i n e s s 2

U S - 5 6 3 4

L i b e r a l 6 4

66

9.9 9 6 20.5 6 16

66

9.9 27.2 6 16 6 9

16.6

9.9

6

30

84

D1-2 Scott City; Garden City;



[Scott City] D; [Garden City] D;



9.9 15.0 5.2 4.5 4.5 3.6 8.7 5.7 2.3 3.7 4.3 16.6

9.9 5.4 5.3 3.3 4.9 4.9 9.4 5.7 2.3 3.7 10.3 9.0 9.9

S c o t t C i t y

G a r d e n C i t y6

6

9.9 9 6 27.2 6 16

66

9.9 20.5 6 16 12.7 9

9.9

9.9

6

30

84

D1-2 Garden City; Scott City;



[Garden City] D; [Scott City] D;



9.9 15.0 5.4 5.3 3.3 4.9 4.9 9.4 5.7 2.3 3.7 4.3 9.9

9.9 5.2 4.5 4.5 3.6 8.7 5.7 2.3 3.7 17.0 9.0 9.9

G a r d e n C i t y

S c o t t C i t y

12

12

12

10

14

132

6536

10

13.3

10.4

23

13.3

13 20

38.5

36

13.4

13.4

222

41.3

41.3

12

1.5

9 29.5

45

40.5

14

142312

54.359.4

69.9

38.5

89

3640.5

48.4

53.6

14

E4-1 US 50 US-400; Garden City; Dodge City;


[BUSINESS] E Mod; [EAST] E Mod; [Garden City] E Mod;

[Dodge City] E Mod; Arrow A-13.33UC - 29.3" 45{;


14.0 12.6 12.7 12.6 5.5 12.6 11.4 12.1 48.0 10.5 12.0 10.1 7.4 40.5

40.5 74.5 48.0 45.0 14.0

48.4 14.1 13.6 8.4 12.6 12.7 21.9 15.0 6.2 9.4 22.7 23.0 14.0

53.6 14.1 11.7 12.6 12.5 21.9 15.0 6.2 9.4 10.7 54.3

B U S I N E S S E A S T

G a r d e n C i t y

D o d g e C i t y

0040505

11.9

10.7

59.1 67.8

82

186

810.7

43.1 5610.7

33.1

810.7

10.595.2

10.659.2

88

61.3 30 8 25.4

59.1

43.1

10.561.3

10

96

186

E3-1 Jetmore; GC Comm Coll; 12.0" Radius, 2.0" Border, White on Green;

[Jetmore] E Mod; [Garden City] E Mod; [Community College] E Mod;

[NEXT EXIT] E Mod;


59.1 11.7 9.0 8.7 14.5 10.3 6.8 6.8 59.1

-0.0 186.0 0.0

43.1 11.4 10.8 6.8 10.1 10.1 17.5 12.0 5.0 7.5 8.6 43.1

10.5 11.4 10.2 15.4 15.3 10.9 10.9 5.0 7.5 19.2 11.4 10.2 6.1 5.3 9.3 10.1 6.8 10.5

61.3 8.4 7.6 8.1 13.9 7.6 8.6 3.2 6.0 61.3

J e t m o r e

G a r d e n C i t y

C o m m u n i t y C o l l e g e

N E X T E X I T

11.9

10.7

59.1 67.8

82

186

810.7

43.1 5610.7

33.1

810.7

10.595.2

10.659.2

16

8

61.9 20.2

78

24

12 30

59.1

43.1

10.561.9

20

12

114

186

E3-1 Jetmore; GC Comm Coll; 12.0" Radius, 2.0" Border, White on Green;

[Jetmore] E Mod; [Garden City] E Mod; [Community College] E Mod;

[VIA] E Mod;


59.1 11.7 9.0 8.7 14.5 10.3 6.8 6.8 59.1

-0.0 186.0 0.0

43.1 11.4 10.8 6.8 10.1 10.1 17.5 12.0 5.0 7.5 8.6 43.1

10.5 11.4 10.2 15.4 15.3 10.9 10.9 5.0 7.5 19.2 11.4 10.2 6.1 5.3 9.3 10.1 6.8 10.5

61.9 9.0 3.2 20.0 30.0 61.9

J e t m o r e

G a r d e n C i t y

C o m m u n i t y C o l l e g e

V I A 651

156

M a r y S t

K a n s a s A v e

E X I T ‰ M I L E

12

36

52.5 45

10.7

13.3

33.6 49.4 13.3 20.1

10.7

13.3

14.4 71.3 13.4 36.5

12.5

10

24.1 31.7

106

15

8 20.9

108.5

10

8 33.2

52.5

33.6

14.4

24.1

13.5

11

13.5

132

150

E1-1 K-156; Kansas Ave; Mary St;


[Mary St] E Mod; [Kansas Ave] E Mod; [EXIT] E Mod; [‰] E Mod;

[MILE] E Mod;


52.5 45.0 52.5

33.6 16.9 13.5 8.2 24.1 13.4 6.7 33.6

14.4 13.6 13.5 12.3 11.3 12.2 21.8 15.4 12.6 8.5 14.4

24.1 9.5 10.7 4.1 15.4 28.9 11.8 4.5 9.5 7.4 24.1

156

K a n s a s A v e

M a r y S t

12

36

53.5 45

10.7

13.3

15.571.3

13.336.5

10.7

13.3

34.7 49.313.3

20.1

65.8

23.1

13.423

87.5

13

68.6

18

25.1

114

186

E4-1;


[Kansas Ave] E Mod; [Mary St] E Mod;

Arrow A-13.33UC - 29.3" 45{;


53.5 45.0 87.5

15.5 13.5 13.6 12.2 11.3 12.2 21.8 15.4 12.6 21.9 23.0 13.0

34.7 16.8 13.6 8.2 24.0 13.4 6.7 68.6

156

M a r y S t

K a n s a s A v e

12

36

53.5 45

10.7

13.3

34.7 49.313.3

20.1

10.7

13.3

15.571.3

13.336.5

65.8

23.1

32.6 23

87.5

13

49.4

18

25.1

114

186

E4-1;


[Mary St] E Mod; [Kansas Ave] E Mod;

Arrow A-13.33UC - 29.3" 45{;


53.5 45.0 87.5

34.7 16.8 13.6 8.2 24.0 13.4 39.3 23.0 13.0

15.5 13.5 13.6 12.2 11.3 12.2 21.8 15.4 12.6 8.5 49.4

156

M a r y S t

K a n s a s A v e

E X I T ‰ M I L E

12

36

52.5 45

10.7

13.3

33.6 49.4 13.3 20.1

10.7

13.3

14.4 71.3 13.4 36.5

12.5

10

24.1 31.7

106

15

8 20.9

108.5

10

8 33.2

52.5

33.6

14.4

24.1

13.5

11

13.5

132

150

E1-1 K-156; Kansas Ave; Mary St;


[Mary St] E Mod; [Kansas Ave] E Mod; [EXIT] E Mod; [‰] E Mod;

[MILE] E Mod;


52.5 45.0 52.5

33.6 16.9 13.5 8.2 24.1 13.4 6.7 33.6

14.4 13.6 13.5 12.3 11.3 12.2 21.8 15.4 12.6 8.5 14.4

24.1 9.5 10.7 4.1 15.4 28.9 11.8 4.5 9.5 7.4 24.1

Lake Scott

State Park

Wildlife Area

Lake Scott

State Park

Wildlife Area

SiteElQuartelejo

Lake Scott

NEXT RIGHT

Eads

Syracuse

Sharon Springs

CO

BUCKLE UP

KANSAS LAW

US-50 and US-83 1

Liberal

JCTUS-50

US-400

Liberal

JCTUS-50

US-400

NORTH BUSINESS

EXIT MILE

83 50 83

Garden City

Scott City

‰

NORTH BUSINESS

83 50 83

Garden City

Scott City

3rd Street

Cam pus Dr

Cam pus Dr

Spruce Street

TRAVEL

INFO

CALL 511

Tow ner 18

Eads 58

CO

CO

Deerfield 14

Lakin 21

Sh. No.

2013

Dra

wn B

y :

File :

lbaer

Plotted :

GS_03_

HP

Sig

n.d

gn

05-M

AR-2

014 0

8:3

5

KANSAS


SHEETSSHEET NO.


K-5929-13 54

SHEET 3 OF 3

DETAILS

GUIDE SIGN

39

39

15

6

4.79

56

7.915.7 6 18.1

21.5 18.4 6 15.6

14

6

17.7 26.6 6 15

10.6

10.5

6.7

15

5

36

72

KD7-2 Lake Scott; Wildlife Area;



[Lake Scott] C;

[State Park] C;

[Wildlife Area] C;


4.7 16.9 4.0 4.8 4.0 8.9 4.5 4.0 4.1 3.3 2.2 10.6

21.5 4.3 3.4 4.3 3.4 9.0 4.4 4.9 3.4 2.9 10.5

17.7 5.8 2.7 2.3 4.9 2.7 2.3 3.0 8.9 5.1 2.9 4.1 2.9 6.7

L a k e S c o t t

S t a t e P a r k

W i l d l i f e A r e a

56

10.615.7 6 18.1

46

10.518.4 6 15.6

46

6.726.6 6 15

7.99

4.721.5

17.7

5

36

72

KD7-2 Lake Scott; Wildlife Area;


[Lake Scott] C;

[State Park] C;

[Wildlife Area] C;



10.6 4.0 4.8 4.0 8.9 4.5 4.0 4.1 3.3 10.1 9.0 4.7

10.5 4.3 3.4 4.3 3.4 9.0 4.4 4.9 3.4 2.9 21.5

6.7 5.8 2.7 2.3 4.9 2.7 2.3 3.0 8.9 5.1 2.9 4.1 2.9 17.7

L a k e S c o t t

S t a t e P a r k

W i l d l i f e A r e a

66

18.2 14.64.2

16.8

46

6.55

433.8

412.2

54

22.610.54

12.3

18.2

6.522.6

5

36

72

KD7-2 ;


[Lake Scott] C 70} spacing;

[El] C 70} spacing;

[Quartelejo] C 70} spacing;

[Site] C 70} spacing;

[NEXT RIGHT] C;


18.2 3.7 4.2 3.7 7.2 4.1 3.7 3.7 3.0 2.3 18.2

6.5 4.1 4.9 4.6 4.0 4.3 2.6 3.1 4.0 1.9 3.5 2.7 7.1 4.4 1.8 3.1 2.9 6.5

22.6 3.0 2.7 2.8 6.0 3.0 1.4 3.1 2.8 2.0 22.6

L a k e S c o t t

E l Q u a r t e l e j o S i t e

N E X T R I G H T

4.5

9

8 6

66

11 21

84

37.4

4.5

6

8 9 8 42.1

66

8 31.9 6 35.1 6 9

45.6

34.9

6

6

30

30

42

102

D1-3;



[EadsCO] E Mod;


[Syracuse] E Mod;

[Sharon Springs] E Mod;



8.0 25.0 31.1 36.8 42.3 49.0 53.0

8.0 25.0 31.0 37.6 41.4 47.0 52.8 58.3 63.3

8.0 14.8 20.4 26.5 30.3 36.1 45.9 52.6 58.3 62.6 66.0 71.6 77.1 87.0

E a d s C O

S y r a c u s e

S h a r o n S p r i n g s

4.5

3

4 9.9 3 3.1

33

2.8 10.5 3 4.9

4

2.8

4.5

18

24

KR16-1a ;


[BUCKLE UP] B; [KANSAS LAW] B;


4.0 1.9 1.8 1.7 1.8 1.5 4.2 1.8 1.3 4.0

2.8 1.6 2.1 1.8 1.7 2.0 4.3 1.3 1.7 1.9 2.8

B U C K L E U P

K A N S A S L A W

520

4.4 15.1 4.5

5

30

24

KR16-1 ;



4.4 15.1 4.56

6

7.7 24.1 6 13.5 6 23.6 121.4

7.7

6

18

102

D1-1a; 3.0" Radius, 1.0" Border, White on Green;

[US-50 and US-83 1] D;


7.7 5.4 5.2 4.1 5.2 10.2 5.3 4.9 9.3 5.5 5.1 3.8 5.1 16.1 1.4 7.7

U S - 5 0 a n d U S - 8 3 1

9.6

7.2

6.1 7.2

10.2

6

4 13.5

5.2

6

6 24.1

46

36.8 29.1

8.4

1

72

4.6

6

6.1 27

14

7.2

25.6 7.2

11.1

6.1

6.1

5.2

4.6

20.8

42

72



[JCT] D; [US-50] D; [US-400] D;

[Liberal] D;



6.1 11.2 5.1 4.8 9.6 5.5 5.1 4.2 5.1 4.2 11.1

36.8 5.5 5.1 3.4 5.5 5.4 4.2 6.1

-0.0 72.0 0.0

6.1 5.2 2.9 4.4 5.0 3.3 5.3 26.5 7.2 6.1

J C T U S - 5 0

U S - 4 0 0

L i b e r a l

10.5

6

6 9 3 13.6

5.5

6

5.324.1

46

36.9 29.1

91

72

46

6 27 24 9

11

6

6

5.5

20.5

42

72



[JCT] D; [US-50] D; [US-400] D;

[Liberal] D;



6.0 12.0 5.2 4.8 8.9 5.5 5.1 4.1 5.2 4.2 11.0

36.9 5.5 5.1 3.4 5.5 5.4 4.2 6.0

-0.0 72.0 0.0

6.0 5.2 2.9 4.4 5.0 3.3 5.3 24.9 9.0 6.0

J C T U S - 5 0

U S - 4 0 0

L i b e r a l

14

12

10.6 9.6

16

10

2.838.4 22.9 74.2

10

36

18 36 25.4 36 12 36

10

13.3

24.7 69.9 13.4 41.3

10.4

13.3

33.3 52.7 13.3 41.4

12.5

10

29.1 31.7

103

15

15 20.9

131.5

10

15 33.2

15.5

10.6

24.7

33.3

29.1

14.5

12

14.5

156

174

E1-1a; 12.0" Radius, 2.0" Border, White on Green;

[NORTH] E Mod; [BUSINESS] E Mod; [Garden City] E Mod; [Scott City] E Mod;

[EXIT ‰ MILE] E Mod;


10.6 12.4 10.9 10.0 9.5 30.9 10.5 10.6 10.5 4.6 10.5 9.5 10.0 8.0 15.5

18.0 61.4 48.0 36.0 10.6

24.7 14.2 13.5 8.5 12.6 12.6 21.9 15.0 6.2 9.4 10.7 24.7

33.3 13.8 11.5 11.4 9.3 20.0 15.0 6.3 9.3 10.8 33.3

29.1 9.5 10.7 4.1 22.4 35.9 11.8 4.5 9.5 7.4 29.1

N O R T H B U S I N E S S

G a r d e n C i t y

S c o t t C i t y

E X I T ‰ M I L E

83 50 83

14

12

12.1 9.6

16

10

2.838.4 22.9 74.2

10

36

19.5 36 25.4 36 12 36

10.7

13.3

26.2 69.9 13.4 41.3

10.7

13.3

34.8 52.7 13.3 41.4

63.8

23.1

18.1 23

44

39.1

12.1

61.8

12 19.1

132

204

E4-1; 12.0" Radius, 2.0" Border, White on Green;

[NORTH] E Mod; [BUSINESS] E Mod; [Garden City] E Mod; [Scott City] E Mod;

Arrow A-13.33UC - 29.3" 45{;


12.1 12.4 10.9 10.0 9.5 30.9 10.5 10.6 10.5 4.6 10.5 9.5 10.0 8.0 44.0

19.5 61.4 48.0 36.0 39.1

26.2 14.1 13.6 8.5 12.5 12.7 21.9 15.0 6.2 9.4 28.8 23.0 12.1

34.8 13.7 11.6 11.4 9.3 20.0 15.0 6.3 9.3 10.8 61.8

N O R T H B U S I N E S S

G a r d e n C i t y

S c o t t C i t y

83 50 83

66

7.79

412.5 6 24.1

49

7.7

6

18

84

D3-2 3rd Street;



[3rd Street] D;



7.7 13.0 5.8 3.3 9.4 5.1 4.2 3.3 4.5 4.4 6.6 9.0 7.7

3 r d S t r e e t

66

6.79

431.3 6 8.3

6.7

6

18

72

D3-2L Campus Dr;



[Campus Dr] D;


6.7 13.0 5.4 5.3 7.6 4.9 4.8 9.3 5.7 2.6 6.7

C a m p u s D r

66

6.731.3 6 8.3

49

6.7

6

18

72

D3-2R Campus Dr;


[Campus Dr] D;



6.7 5.4 5.3 7.6 4.9 4.8 9.3 5.7 6.6 9.0 6.7

C a m p u s D r

66

6.49

427.1 6 24.1

49

6.4

6

18

96

D3-2 Spruce Street;



[Spruce Street] D;



6.4 13.0 5.6 5.0 3.7 4.9 4.5 9.4 5.1 4.2 3.3 4.5 4.4 6.6 9.0 6.4

S p r u c e S t r e e t

48

9 12

34

5.2 19.6

34

9.4 11.2

34

3.312.9 4 6.5

9

5.2

9.4

3.33

36

30

KD12-5 Standard;


[TRAVEL] D; [INFO] D;

[CALL] D; [511] D;


9.0 12.0 9.0

5.2 3.2 3.4 3.6 3.8 3.2 2.4 5.2

9.4 1.6 3.6 3.2 2.8 9.4

3.3 3.2 4.1 3.2 6.4 3.6 1.9 1.0 3.3

RT A V E L

I N F O

C A L L 5 1 1

66

32.6

84

3 7.4

66

6 8

66

21

84

3

66

15 10.8

6 6 6

30

D2-2; 3.0" Radius, 1.0" Border, White on Green;

[TownerCO] E Mod; [18] E Mod; [EadsCO] E Mod; [58] E Mod;


13.5 19.0 24.1 31.8 37.5 43.1 49.1 53.1 62.5 65.8

13.5 19.5 25.1 30.6 37.5 41.5 59.8 65.8

T o w n e r C O 1 8

E a d s C O 5 8

7.5

7.57.2

7.5

7.5

72

98

8.1 54.4 8 11.48

8

8.1 32.9 30.1 10.8

8.1

8.1

9

42

90

D2-2;


[Deerfield] E Mod; [14] E Mod;

[Lakin] E Mod; [21] E Mod;


8.1 8.5 6.9 7.6 5.1 5.7 3.9 7.6 4.0 13.1 4.0 7.4 8.1

8.1 7.6 8.1 7.5 4.6 35.2 8.4 2.4 8.1

D e e r f i e l d 1 4

L a k i n 2 1

Dra

wn B

y :

File :

lbaer

Plotted :

TE590.d

gn

05-M

AR-2

014 0

8:3

5

1 7/23/10

D.B.

D.D.G.


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

Changed Notes and Sheeting Type

AND FLAT SHEET SIGNS

FOR REINFORCED SIGN PANELS

DETAILS SPECIFICATIONS

7/1/03

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

Sh. No.

2013

KD

OT G

raphics C

ertified


54K-5929-13 40

Town

Town

Town

Metro Area

Town

Village

City

Village

City

Metro Area

City

Village

Metro Area

City

Town

Village

City

Dra

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File :

lbaer

Plotted :

TE603 D

1 T

ypicals.d

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05-M

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014 0

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APP’D

DETAILED DETAIL CK.DESIGNED DESIGN CK.

KANSAS


SHEETSSHEET NO.


D1 SERIES SIGNS

FOR

TYPICAL DESIGN DETAILS

66

9

6

18

D1-1 Typical; 3.0" Radius, 1.0" Border, White on Green;

Standard Arrow Custom 9.0" X 6.0" 180{; [Town] D;

min

6"

min

6"

min

6"VARIABLE

VARIABLE

66

9

6

18


[Town] D; Standard Arrow Custom 9.0" X 6.0" 0{;

min

6"

min

6"

VARIABLE

VARIABLEmin

6"

4.5

9

6

66

4.5 6

18


Standard Arrow Custom 9.0" X 6.0" 90{; [Town] D;

min

6"

min

6"

VARIABLE

min

6"VARIABLE

66

9

66

6

30


Standard Arrow Custom 9.0" X 6.0" 180{; [Metro Area] D; [Town] D;


min

6"

min

6"

VARIABLE

VARIABLE

min

6"

VARIABLE

min

6"

66

9

66

6

30


Standard Arrow Custom 9.0" X 6.0" 180{; [Village] D; [City] D;


min6" min

6"VARIABLE

VARIABLE

VARIABLE

4.5

9

6

66

4.5

6

9

6

18

30


Standard Arrow Custom 9.0" X 6.0" 90{; [Village] D;

Standard Arrow Custom 9.0" X 6.0" 180{; [City] D;

min6"

VARIABLE

min6"

min6"min

6"

VARIABLE

VARIABLE

9min

6"min

6"

min6"

min

6"9

min

6"

CA

Dconform C

ertify T

his File

CADconform Certify This File

the other lines.

be aligned vertically with the left edge of the destination text in

destination text in the other lines, the right destination text shall

of the right destination (text and arrow) is shorter than the

or aligned vertically with the longest line above it. If the length

placed six inches from the right edge of the right destination text,

of the left or straight ahead arrow and the right arrow should be

right destination text shall be aligned vertically with the left edge

arrow) is longer than the destination text in the other lines, the

aligned vertically. If the length of the right destination (text and

The left edges of the left and straight ahead arrows should be

of the sign and the arrow may be reduced to four inches.

is not aligned with destination text, the spacing between the edge

reduced to a minimum of four inches. When the edge of an arrow

The spacing between the destination text and the arrow may be

"D1" Signs

4.5

9

6

66

6

4.5

6

9

66

9

6

30

42

D1-3 typical S-L-R; 3.0" Radius, 1.0" Border, White on Green;

Standard Arrow Custom 9.0" X 6.0" 90{; [Metro Area] D;

Standard Arrow Custom 9.0" X 6.0" 180{; [City] D; [Village] D;



4.5

9

6

66

6

4.5

6

9

66

19.8 9

6

30

42

D1-3 typical S-L-R; 3.0" Radius, 1.0" Border, White on Green;

Standard Arrow Custom 9.0" X 6.0" 90{; [Metro Area] D;

Standard Arrow Custom 9.0" X 6.0" 180{; [City] D; [Town] D;



4.5

9

6

66

4.5

6

4 9

6

18

30


Standard Arrow Custom 9.0" X 6.0" 90{; [Village] D; [City] D;



min

6" min

6"

min

6"

VARIABLE

VARIABLE

VARIABLE

VARIABLE

VARIABLE

min6"

min6" min

6"

min6"

min6"

VARIABLE VARIABLE

VARIABLE

VARIABLEmin6"

min6"

min6"

VARIABLE

min6"

min6"

min6"

VARIABLE

VARIABLE

VARIABLE

min6"

VARIABLE

VARIABLE VARIABLE

K-5929-13 2013 41 54

41Sh. No.

Village XVIA COUNTY ROAD

Village XVIA COUNTY ROAD

Village

TownVIA COUNTY ROAD

XX

XX

Metro Area

TownVIA COUNTY ROAD

XX

XX

Town XX

Village X

City XX

Village X

Town

City

XX

XX

Dra

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File :

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Plotted :

TE606 D

1-1

b D

2 T

ypicals.d

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05-M

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APP’D


KANSAS


SHEETSSHEET NO.


& D2 SERIES SIGNS

VIA COUNTY ROAD

FOR


CA

Dconform C

ertify T

his File


66

9 VAR

44

6.9 4 16.6 4 11.3

4

24

Standard Arrow Custom 9.0" X 6.0" 180{; [Village] C; [X] C;

[VIA COUNTY ROAD] C;

min6"

VARIABLE

min6"

min6"

min6"

VARIABLE

66

6 VAR 9

44

6.9 4 16.6 4 11.3

4

24

[Village] C; [X] C; Standard Arrow Custom 9.0" X 6.0" 0{;

[VIA COUNTY ROAD] C;

min6"

VARIABLE

min6"

min6"

min6"

VARIABLE

66

9 VAR

66

VAR 9

44

6.9 4 16.6 4 11.3

4

36

Standard Arrow Custom 9.0" X 6.0" 180{; [Village] C; [XX] C; [Town] C; [XX] C;

Standard Arrow Custom 9.0" X 6.0" 0{; [VIA COUNTY ROAD] C;

min6"

VARIABLE

min6"

min6"

min6"

VARIABLE

VARIABLE

66

9

66

9

44

6.9 4 16.6 4 11.2

4

36

Standard Arrow Custom 9.0" X 6.0" 180{; [Metro Area] C; [XX] C; [Town] C; [XX] C;

Standard Arrow Custom 9.0" X 6.0" 0{; [VIA COUNTY ROAD] C;

VARIABLE

VARIABLE

min6"

min6"

VAR

min6"

VARVARIABLE

min6"

min6"

KD1-1B typical; 3.0" Radius, 1.0" Border, White on Green;




6 6

6

6 6

6min6"

6

6 6

6

min6"

6

66

6

18

D2-1 typical; 3.0" Radius, 1.0" Border, White on Green;

[Town] D; [XX] D;

min

6"VARIABLE

min

6"VARIABLE

min

6"

VARIABLE

66

66

6

30

[Village] D; [X] D; [City] D; [XX] D;

min

6" VARIABLE

min

6"min

6"

min

6"VARIABLE

VARIABLE

VAR

VARIABLE

66

66

66

6

42

[Village] D; [X] D; [Town] D; [XX] D; [City] D; [XX] D;

VARIABLE

minim

um

6"

VARIABLE

VARIABLE

VARIABLE

min

6"

min

6"

minim

um

6"

min

6"

VAR

VARIABLE

VARIABLE



The legend is to be centered horizontally on the sign.

mileage text shall be right justified on the sign.

The destination text shall be left justified on the sign. The

irregardless if they are on the same line.

widest mileage text shall be a minimum of six inches

The spacing between the longest destination text and the

"D2" Signs

vertically with the left edge of the destination text in the other line.

arrow)in the other line, the right destination text shall be aligned

arrow) is shorter than the length of text (destination, mileage, and left

KD1-2b sign the length of the text (destination, mileage, and right

or aligned vertically with the right edge of the line above it. If on the

arrow should be placed six inches from the right edge of the mileage text,

aligned vertically with the left edge of the left arrow and the right

and left arrow)in the other line, the right destination text shall be

right arrow) is longer than the length of text (destination, mileage,

If on the KD1-2b sign the length of text (destination, mileage, and

the line or lines of text (destination, mileage, and arrow).

inches. The "VIA COUNTY ROAD" text shall be centered horizontally on

between the edge of the sign and the arrow may be reduced to four

of an arrow is not aligned with destination or mileage text, the spacing

arrow may be reduced to a minimum of four inches. When the edge

inches. The spacing between the destination or mileage text and the

The spacing between the destination and mileage text shall be six

KD1-1b and KD1-2b Signs

54422013K-5929-13

42Sh. No.

Name Of Park

X MILES

Name Of Park

X MILES

Or Lake

Name Of Park

X MILES

Or Lake

Attraction

HISTORICAL

MARKER1 MILE

HISTORICAL

MARKER

HISTORICAL

MARKER

Dra

wn B

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File :

lbaer

Plotted :

TE609 K

D7 T

ypicals.d

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05-M

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014 0

8:3

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APP’D


KANSAS


SHEETSSHEET NO.


KD7 SERIES SIGNS

FOR


46

46

9 VAR

4

24

[Name Of Park] C; Standard Arrow Custom 9.0" X 6.0" 180{; [X] C; [MILES] C;

min

6"

min

6"VARIABLE

min

6"

min

6"

VARIABLE

VARIABLE6 6

56

46

46

VAR 9

5

36

[Name Of Park] C; [Or Lake] C; [X] C; [MILES] C;


min

6"

VARIABLE

min

6"

VARIABLEmin

6"

min

6"

min

6"min

6"

VARIABLE

VARIABLE

6 6

KD7-2 one line typical; 3.0" Radius, 1.0" Border, White on Brown;

KD7-2 two line typical; 3.0" Radius, 1.0" Border, White on Brown;

min

6"

66

46

46

46

VAR 6 6 9

6

48

[Name Of Park] C; [Attraction] C; [Or Lake] C; [X] C; [MILES] C;


VARIABLE

VARIABLE

VARIABLE

VARIABLE

min6"

VARIABLEmin6"

KD7-2 three line typical; 3.0" Radius, 1.0" Border, White on Brown;

6" min

6" min

6" min

6" min

6" min

6" min

35

2.131.8

25

7.2 21.6

24

10.80.8

4 9.6

2.17.2

10.8

3

24

36

KD7-3 Hist Mkr 1 Mile;


[HISTORICAL] C; [MARKER] C;

[1 MILE] C;


H

2.1

I

5.9

S

7.7

T

11.3

O

14.6

R

18.5

I

22.3

C

24.1

A

27.4

L

31.4

M

7.2

A

11.3

R

15.3

K

19.1

E

22.7

R

26.0

1

10.8

M

15.6

I

19.1

L

20.5

E

23.2

35

2.131.8

25

7.2 21.6

24

15 6

2.17.2

15

3

24

36

KD7-4L Hist Mkr;





H

2.1

I

5.9

S

7.7

T

11.3

O

14.6

R

18.5

I

22.3

C

24.1

A

27.4

L

31.4

M

7.2

A

11.3

R

15.3

K

19.1

E

22.7

R

26.0

15.0

35

2.131.8

25

7.2 21.6

24

15 6

2.17.2

15

3

24

36

KD7-4R Hist Mkr;





H

2.1

I

5.9

S

7.7

T

11.3

O

14.6

R

18.5

I

22.3

C

24.1

A

27.4

L

31.4

M

7.2

A

11.3

R

15.3

K

19.1

E

22.7

R

26.0

15.0

CA

Dconform C

ertify T

his File


mileage text.

The arrow should be placed on the bottom line of destination or

inches.

between the edge of the sign and the arrow may be reduced to four

of an arrow is not aligned with destination or mileage text, the spacing

arrow may be reduced to a minimum of four inches. When the edge

inches. The spacing between the destination or mileage text and the

The spacing between the destination and mileage text shall be six

KD7-2 Signs

54432013K-5929-13

43Sh. No.

REST

AREA1 MILE

REST

AREA1000 FT

REST

AREA

REST

AREA

DEPARTMENT

TRANSPORTATIONAREA HDQ.XXX

OFDEPARTMENT

TRANSPORTATION

AREA HDQ.XXX

OF

HIGHWAY PATROL

1 MILE

XXXX FT

Dra

wn B

y :

File :

lbaer

Plotted :

TE612 K

D5 K

D6 K

D9 T

ypicals.d

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05-M

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014 0

8:3

5

APP’D


KANSAS


SHEETSSHEET NO.


KD5, KD6, & KD9 SIGNS

FOR


46

8.5 19

36

7.5 21

34

9.91

4 11.2

8.5

7.5

9.9

4

30

36

KD5-1 Rest Area 1 Mile;


[REST] D; [AREA] D; [1 MILE] D;


R

8.5

E

13.9

S

18.7

T

23.9

A

7.5

R

13.6

E

19.1

A

23.5

1

9.9

M

14.9

I

18.9

L

20.5

E

23.7

46

8.5 19

36

7.5 21

34

7.4 11.8 4 5.4

8.5

7.5

7.4

4

30

36


[REST] D; [AREA] D; [1000 FT] D;


R

8.5

E

13.9

S

18.7

T

23.9

A

7.5

R

13.6

E

19.1

A

23.5

1

7.4

0

9.3

0

12.9

0

16.4

F

23.2

T

26.2

KD5-1 Rest Area 1000 FT;

46

8.5 19

36

7.5 21

36

13.5 9

8.5

7.5

13.5

2

30

36

KD5-2L Rest Area;


[REST] D; [AREA] D;



R

8.5

E

13.9

S

18.7

T

23.9

A

7.5

R

13.6

E

19.1

A

23.5

13.5

46

8.5 19

36

7.5 21

36

13.5 9

8.5

7.5

13.5

2

30

36

KD5-2R Rest Area;


[REST] D; [AREA] D;



R

8.5

E

13.9

S

18.7

T

23.9

A

7.5

R

13.6

E

19.1

A

23.5

13.5

3.5

3

13.4 21.2

12

22.5 3

13

9.7 28.6

13

14.7 8.4 3 7.2

12

14.9 4.2 2 12

13.4

22.5

9.7

14.7

14.9

3.5

24

48

KD4-5 ;


[DEPARTMENT] C; [OF] D; [TRANSPORTATION] C;

[AREA HDQ.] C; [XXX] C;



13.4 2.3 2.0 2.1 2.4 2.2 2.0 2.5 2.0 2.2 1.5 13.4

22.5 1.8 1.2 22.5

9.7 2.0 2.2 2.4 2.2 2.3 2.2 2.3 2.2 1.6 2.1 2.0 1.1 2.3 1.7 9.7

14.7 2.4 2.3 1.8 4.9 2.3 2.1 2.4 0.4 14.7

14.9 1.5 1.5 3.2 12.0 14.9

D E P A R T M E N T

T R A N S P O R T A T I O N

A R E A H D Q .

X X X

O F

43

13.4 21.2

12

22.5 3

13

9.7 28.6

1.5

3

9.4 14 3 12.2

1.5

3

14.7 8.4 3 7.2

12

14.9 4.2 2 12

13.4

22.5

9.7

9.4

14.7

14.9

4

30

48

KD4-6 ;


[DEPARTMENT] C; [OF] D; [TRANSPORTATION] C;

[HIGHWAY PATROL] C; [AREA HDQ.] C; [XXX] C;



13.4 2.3 2.0 2.1 2.4 2.2 2.0 2.5 2.0 2.2 1.5 13.4

22.5 1.8 1.2 22.5

9.7 2.0 2.2 2.4 2.2 2.3 2.2 2.3 2.2 1.6 2.1 2.0 1.1 2.3 1.7 9.7

9.4 2.2 1.1 2.2 2.2 2.4 2.1 4.8 2.2 2.0 2.0 2.2 2.3 1.5 9.4

14.7 2.4 2.3 1.8 4.9 2.3 2.1 2.4 0.4 14.7

14.9 1.5 1.5 3.2 12.0 14.9

D E P A R T M E N T

T R A N S P O R T A T I O N

H I G H W A Y P A T R O L

A R E A H D Q .

X X X

O F

54442013K-5929-13

44Sh. No.

0.9

74.0

5

4.5 15 4.5

0.9

86

24




4.50 15.00 4.50

KD9-0R

0.9

74.0

5

4.5 15 4.5

0.9

86

24




4.50 15.00 4.50

KD9-0L

14

4.80.8

4 9.6 4.8

1

6

24


[1 MILE] C;


4.8 4.8 3.5 1.4 2.7 2.0 4.8

1 M I L E

KD9-0b;

14

2.1 11.4 4 4.4 2.1

1

6

24


[XXXX FT] C;


2.1 3.0 3.0 3.0 6.4 2.4 2.0 2.1

X X X X F T

KD9-0a;

ENTERING

MOUNTAIN

TIME ZONE

ENTERING

CENTRAL

TIME ZONE

WASTE

DISPOSAL

SITE

BUSINESS

DIST

BUSINESS

DIST

SITE X

WASTE

DISPOSAL

SITE X

WASTE

DISPOSAL

WASTE

DISPOSAL

SITE

Dra

wn B

y :

File :

lbaer

Plotted :

TE615 KI Typicals.d

gn

05-M

AR-2

014 0

8:3

5

APP’D


KANSAS


SHEETSSHEET NO.


KI SERIES SIGNS

FOR


54452013K-5929-13

45Sh. No.

34

7.7 20.6

34

7.3 21.4

34

5.7 9.5 4 11.1

7.7

7.3

5.7

3

24

36

[ENTERING] C; [MOUNTAIN] C;

[TIME ZONE] C;


E

7.7

N

10.4

T

13.3

E

15.9

R

18.6

I

21.6

N

23.1

G

26.1

M

7.3

O

10.7

U

13.9

N

16.9

T

19.7

A

22.0

I

25.1

N

26.6

T

5.7

I

8.4

M

9.8

E

13.2

Z

19.2

O

22.1

N

25.3

E

28.3


KI-59 ;

34

7.7 20.6

34

8.4 19.2

34

5.7 9.5 4 11.1

7.7

8.4

5.7

3

24

36


[ENTERING] C; [CENTRAL] C;

[TIME ZONE] C;


E

7.7

N

10.4

T

13.3

E

15.9

R

18.6

I

21.6

N

23.1

G

26.1

C

8.4

E

11.3

N

14.0

T

16.8

R

19.5

A

22.4

L

25.6

T

5.7

I

8.4

M

9.8

E

13.2

Z

19.2

O

22.1

N

25.3

E

28.3

KI-59 ;

56

13.5 21

46

8 32

46

10.8 9 4 13.4

13.5

8

10.8

5

36

48

[WASTE] C; [DISPOSAL] C;

Standard Arrow Custom 9.0" X 6.0" 180{; [SITE] C;


W

13.5

A

18.4

S

23.1

T

27.4

E

31.5

D

8.0

I

12.5

S

14.6

P

19.2

O

23.5

S

28.0

A

32.3

L

37.0

10.8

S

23.8

I

28.3

T

30.2

E

34.2

KI-12L; 3.0" Radius, 1.0" Border, White on Green;

66

5 38

66

8.2 16.6 6 9

5

8.2

6

30

48


[BUSINESS] D; [DIST] D;



B

5.0

U

10.4

S

15.8

I

21.3

N

23.6

E

29.1

S

33.8

S

39.0

D

8.2

I

13.6

S

16.0

T

21.1 30.8

KI-29R ;

66

5 38

66

8.2 9 6 16.6

5

8.2

6

30

48


[BUSINESS] D; Standard Arrow Custom 9.0" X 6.0" 180{;

[DIST] D;


B

5.0

U

10.4

S

15.8

I

21.3

N

23.6

E

29.1

S

33.8

S

39.0

8.2

D

23.2

I

28.6

S

31.0

T

36.1

KI-29L ;

KI-12aR;

56

12.54 20.92

46

6.98 32.04

46

4.03 13.42 63.52

6 9

14.54

8.98

6.03

5

36

48


[WASTE] C; [DISPOSAL] C; [SITE X] C;



12.54 4.84 4.77 4.29 4.02 3.00 14.54

6.98 4.55 2.11 4.54 4.30 4.48 4.29 4.77 3.00 8.98

4.03 4.55 1.86 4.01 9.00 9.52 9.00 6.03

W A S T E

D I S P O S A L

S I T E X

KI-12L;

56

13.54 20.92

46

7.98 32.04

46

5.03 9 6 13.42 63.52

13.54

7.98

5.03

5

36

48


[WASTE] C; [DISPOSAL] C;

Standard Arrow Custom 9.00" X 6.00" 180{; [SITE X] C;


13.54 4.84 4.77 4.29 4.02 3.00 13.54

7.98 4.55 2.11 4.54 4.30 4.48 4.29 4.77 3.00 7.98

5.03 15.00 4.55 1.86 4.01 9.00 3.52 5.03

W A S T E

D I S P O S A L

S I T E X

56

13.5 21

46

8 32

46

10.8 13.4 4 9

13.5

8

10.8

5

36

48

[WASTE] C; [DISPOSAL] C; [SITE] C;



W

13.5

A

18.4

S

23.1

T

27.4

E

31.5

D

8.0

I

12.5

S

14.6

P

19.2

O

23.5

S

28.0

A

32.3

L

37.0

S

10.8

I

15.3

T

17.2

E

21.2 28.2

KI-12R; 3.0" Radius, 1.0" Border, White on Green;

0.9

74.0

5

4.5 15 4.5

0.9

86

24



4.50 15.00 4.50


KI-0R ;

0.9

74.0

5

4.5 15 4.5

0.9

86

24



4.50 15.00 4.50


KI-0L ;

City NameCITY LIMIT

Town NameUNINCORPORATED

City NameURBAN BOUNDARY

CountyCOUNTY LINE

NameRIVER

XXXX FORK

NameRIVER

Dra

wn B

y :

File :

lbaer

Plotted :

TE618 KI

Boundary W

aterw

ay.d

gn

05-M

AR-2

014 0

8:3

5

APP’D


KANSAS


SHEETSSHEET NO.


KI SIGNS

BOUNDARY & WATERWAY

FOR


66

44

8.8 4 10.8

4

24


[City Name] C; [CITY LIMIT] C;

min6"

min6"

VARIABLE

VARIABLE

66

44

38.6

4

24


[Town Name] C; [UNINCORPORATED] C;

min6"

min6"

VARIABLE

VARIABLE

66

44

14.3 4 23.5

4

24


[City Name] C; [URBAN BOUNDARY] C;

min6"

min6"

VARIABLE

VARIABLE

66

44

16.7 4 9.1

4

24


[County] C; [COUNTY LINE] C;


VARIABLE

VARIABLEMin

6"

Min

6"

KI-92 KI-96

KI-98KI-97

min4"

min4"

min4"

min4"

Min

4"Min

4"min4"

min4"

be centered horizontally on the sign.

The entire legend as a unit shall

above the description text.

The name text shall be centered

KI Boundary Signs

66

44

14.6

4

24


[Name] D; [RIVER] D;

min6"

min6"

VARIABLE

VARIABLE

44

4

46

44

14.6

4

30


[XXXX FORK] D; [Name] D; [RIVER] D;

VARIABLE

min6"

min6"

VARIABLE VARIABLE

VARIABLEKI-3

KI-3

min4"

min4"

min4"

min4"

min4"

min4"

be centered horizontally on the sign.

The entire legend as a unit shall

above the description text.

The name text shall be centered

KI Waterway Signs

CA

Dconform C

ertify T

his File


54462013K-5929-13

46Sh. No.

GROSSWT TXXNOURHT

TRUCKS

FINEFOR

LITTERING

HIGHWAYS

$10TO$500KEEP

RIGHT

EXCEPTTO PASS

X

TIMEANY

NOPARKING

W EIGHT

LIMIT

8T

12T

16T

8

9

X

Dra

wn B

y :

File :

lbaer

Plotted :

TE621 K

R typicals.d

gn

05-M

AR-2

014 0

8:3

5

APP’D


KANSAS


SHEETSSHEET NO.


KR & KRM SERIES SIGNS

FOR


CA

Dconform C

ertify T

his File


54472013K-5929-13

47Sh. No.

44

4.1 11.1 2.2 4.2 2.3 4.3 2.21.5

4.1

4

12

36


[GROSS] B; [WT] B; [XX] B; [T] B;


4.1 2.4 2.3 2.4 2.3 3.9 2.7 3.8 2.4 4.1 1.5 4.1

G R O S S W T X X T

KR12-5a ;

weights on the KW12-5 and KW12-5a signs.

NOTE: See plan or quantity sheet for the 4

63

5 30

35

4

10.2

6.8

2.724.6

16.4

9.6

302.7

6.8

10.2

KR14-5;


[NO] D; [THRU] D;

[TRUCKS] D specified length;


10.2 5.4 4.2 10.2

6.8 4.0 4.5 4.5 3.4 6.8

2.7 3.9 4.4 4.4 4.2 4.3 3.4 2.7

ON

T H R U

T R U C K S

32

2.9 1.2

33

0.33.6

3.5

2

0.72.5

32

1 1.1

33

0.47.4

2.6

3

7.9 8.2

1.7

2

9.6 4.8

1.3

2

5.7 12.6

1.4

2

5.4 13.2

2.9

7.9

9.6

5.7

5.4

3

18

18.5 19

18

24

24


[$] C; [10] D; [TO] C; [$] C; [500] D; [FINE] D; [FOR] D;

[LITTERING] D; [HIGHWAYS] D;


$ 1 0 T O $ 5 0 0

KR5-11;

2.9 1.5 1.5 2.8 1.4 2.1 1.5 2.6 2.7 2.1 2.9

7.9

F

2.4

I

1.2

N

2.7

E

1.9 7.9

9.6

F

1.6

O

1.9

R

1.3 9.6

5.7

L

1.6

I

0.7

T

1.3

T

1.6

E

1.6

R

1.8

I

0.8

N

1.8

G

1.4 5.7

5.4

H

1.8

I

0.8

G

1.8

H

1.7

W

1.9

A

1.8

Y

2.1

S

1.3 5.4

3.7

54

5.72 12.56

2.7

54

4.66 14.68

2.7

54

3.95 16.1

2.5

3

3.134.5 3 10.24

5.72

4.66

3.95

3.13

3.2

5

30

24

KR4-3a;


[KEEP] D; [RIGHT] D;

[EXCEPT] C; [TO PASS] D;


5.72 3.50 3.19 3.18 2.69 5.72

4.66 3.62 1.56 3.63 3.44 2.43 4.66

3.95 2.68 3.02 2.86 2.68 2.86 2.00 3.95

3.13 2.39 5.11 2.58 3.07 2.58 2.01 3.13

K E E P

R I G H T

T O P A S S

E X C E P T

14

1.8 2.4 1.8

1

6

6

KRM Series ;

No border, None on Green;

[X] White C;


1.8 2.4 1.8

X

number and sign designation.

NOTE: See plan or quantity sheet for

3.8

6

8 8

1.7

6

2.319.5

1.3

4

7.7 8.6

1.2

4

7.2 9.6

14

4.3 15.5

8

2.27.7

7.2

4.2

3

36

24

1.5" Radius, 0.6" Border, 0.4" Indent, Red on White;

[NO] C;

[PARKING] B specified length;

[ANY] C; [TIME] C;

Double Headed Arrow Custom - 15.5" 0{;


8.0 4.5 3.5 8.0

2.3 2.9 3.6 3.1 3.0 1.3 3.0 2.6 2.2

7.7 3.2 2.9 2.5 7.7

7.2 2.7 1.4 3.5 2.0 7.2

4.3 15.4 4.3

N O

A N Y

T I M E

P A R K I N G

KR7-1;

KR-1L - arrow pointing to the left.

KR-1R - arrow pointing to the right

KR7-1 - double headed arrow

arrow direction and sign designation:

NOTE: See plan or quantity sheet for

X

8

9

3.5

4

4.4 21.7

2.3

4

7.6 14.8

2.2

4

2.8 8.2 10.3 5.9

2.3

4

2.8 11.9 4.8 7.7

2.2

4

2.8 14 2.7 7.7

3.9

7.6

2.8

2.8

2.8

3.5

36

30

KR12-5;


[WEIGHT] E; [LIMIT] E 103} spacing;

Symbol RG190; [8T] D; Symbol RG193;

[12T] D; Symbol RG196; [16T] D;


4.4 5.0 3.8 1.7 4.2 4.0 3.0 3.9

7.6 3.8 1.8 4.7 1.5 3.0 7.6

2.8 18.5 3.5 2.4 2.8

2.8 16.7 1.9 3.4 2.4 2.8

2.8 16.7 1.9 3.4 2.4 2.8

W E I G H T

L I M I T

8 T

1 2 T

1 6 T

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