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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
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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
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE402 7/23/2010
D.D.G.
S.A.B. D.D.G.
W.S.B.
Steven A. Buckley
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
Sh. No.
2013
Dra
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Plotted :
TE433hp_01.d
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05-M
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014 0
8:3
3
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
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Plotted :
TE433hp_02a.d
gn
05-M
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014 0
8:3
3
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
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
See Fig. KI-1 (Sheet )
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
See Fig. KI-92 (Sheet )
1 84" X 42"
See Fig. D1-3 (Sheet )
1
See Fig. D1-3 (Sheet )
1 72" X 30" 15.0
See Fig. D2-2 (Sheet )
KD1-1B 10.00
RP 13.931
See Fig. KD1-1B (Sheet )
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
See Fig. KI-97 (Sheet )
RP 50.050
1 60" X 18" 7.50
See Fig. D1-1 (Sheet )
1 60" X 18" 7.50
See Fig. D1-1 (Sheet )
2 72" X 24" 12.0 24.00
RP 30.653
1 60" X 30" 12.50
See Fig. D2-2 (Sheet )
2 KI-92 48" X 24" 8.0 16.00
See Fig. KI-92 (Sheet )
RP 38.168
1 84" X 42" 24.50
See Fig. D1-3 (Sheet )
1 84" X 42" 24.50
See Fig. D1-3 (Sheet )
RP 37.730
RP 26.259
D1-1 7.50
RP 27.488
D1-1
RP 27.656
KI-3
RP 30.554
See Fig. KI-3 (Sheet )
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
See Fig. D2-2 (Sheet )
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
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File :
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Plotted :
TE433hp_02b.d
gn
05-M
AR-2
014 0
8:3
3
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
NOTE:
K-5929-13 54
K-96
SIGN INSTALLATIONS
HIGH PERFORMANCE
QUANTITIES SHEET
1
See Fig. D2-2 (Sheet )
1
1
See Fig. D2-2 (Sheet )
60" x 30" 12.50
RP 45.307
D1-2 15.0 15.00
See Fig. D1-2 (Sheet )
72" X 30" 15.0
2 48" X 24" 8.0
1
1 54" X 18" 6.75
See Fig. D1-1 (Sheet )
2 60" X 24" 10.0
See Fig. KI-92 (Sheet )
1
1
See Fig. D1-1 (Sheet )
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"
See Fig. D1-2 (Sheet )
RP 45.516
D2-2 15.00
RP 45.576
RP 50.084
See Fig. KI-97 (Sheet )
D1-1 6.75
See Fig. D1-1 (Sheet )
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"
See Fig. D2-2 (Sheet )
1 72" X 30" 15.0
See Fig. D2-2 (Sheet )
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
See Fig. D1-1 (Sheet )
1 60" X 18" 7.50
See Fig. D1-1 (Sheet )
2 48" X 24" 8.0 16.00
RP 98.202
2 48" X 24" 8.0 16.00
See Fig. KI-92 (Sheet )
1 72" X 30" 15.0 15.00
See Fig. D2-2 (Sheet )
RP 72.136
D1-1 7.50
RP 72.340
D1-1
RP 72.497
RP 74.028
See Fig. KI-97 (Sheet )
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
See Fig. D1-1 (Sheet )
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
See Fig. KD1-1B (Sheet )
See Fig. KD1-1B (Sheet )
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
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File :
lbaer
Plotted :
TE433hp_02c.d
gn
05-M
AR-2
014 0
8:3
3
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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:
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
See Fig. D2-2 (Sheet )
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)
Reduced Speed Limit Ahead (30)
Reduced Speed Limit Ahead (35)
Reduced Speed Limit Ahead (40)
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
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y :
File :
lbaer
Plotted :
TE433hp_02d.d
gn
05-M
AR-2
014 0
8:3
3
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
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 (45)
Reduced Speed Limit Ahead (50)
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
wn B
y :
File :
lbaer
Plotted :
TE433hp_03a.d
gn
05-M
AR-2
014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
NOTE:
See Fig. KI-97 (Sheet )
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
See Fig. KI-97 (Sheet )
80.00
RP 69.xxx
RP 53.499
1 54.0
1
See Fig. D1-2 (Sheet )
1
1 26.25
See Fig. D2-2 (Sheet )
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
See Fig. D1-2 (Sheet )
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
See Fig. KI-150 (Sheet )
1 60" X 30"
See Fig. D2-2 (Sheet )
D2-2 12.50
RP 66.710
12.50
32
62
US-56
Liberal
42
1 72" X 36"
See Fig. E3-1 (Sheet )
E3-1
RP 66.832
18.0018.0
1 42.50
See Fig. E3-1 (Sheet )
RP 67.000
E3-1 42.50
1 38.0
See Fig. D1-3 (Sheet )
D1-3
RP 67.293
38.00
54.00
1 84" X 30" 17.50D1-2
RP 67.535
See Fig. D1-2 (Sheet )
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
See Fig. D3-2 (Sheet )
RP 66.000
RP 68.000
2 84" X 18"D3-2 10.50 21.00
73.50 775.25
See Fig. E4-1 (Sheet )
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"
See Fig. KI-93 (Sheet )
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
wn B
y :
File :
lbaer
Plotted :
TE433hp_03b.d
gn
05-M
AR-2
014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
NOTE:
See Fig. D3-2 (Sheet )
K-5929-13 54
12.0
See Fig. E1-1 (Sheet )
1
1
RP 68.000
RP 70.xxx
D3-2
1 E1-1
RP 70.684
See Fig. E3-1 (Sheet )
124.00124.0E3-11
147.25 147.25
RP 70.423
E3-1
See Fig. E3-1 (Sheet )
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
See Fig. D2-2 (Sheet )
17.50
KD1-1B
See Fig. KD1-1B (Sheet )
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. KD1-1B (Sheet )
See Fig. KD1-1B (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
See Fig. E1-1 (Sheet )
RP 65.xxx
2 E1-1
RP 66.xxx
188.50 377.00
E4-12
RP 65.xxx
E4-1 187.0 374.00
See Fig. E4-1 (Sheet )
10.0
Friend
2 60" X 24" 20.00
See Fig. KI-92 (Sheet )
Scott City
KI-92 10.0
46
RP 66.xxx
CITY LIMIT
11
18.00
E4-11 E4-1 147.25 147.25
See Fig. E4-1 (Sheet )
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
See Fig. D2-2 (Sheet )
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"
See Fig. KI-97 (Sheet )
1 60" X 24"
RP 91.172
RP 91.074
10.00
KI-97 8.0 8.00
Scott COUNTY LINE
KD1-1B
See Fig. KD1-1B (Sheet )
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
wn B
y :
File :
lbaer
Plotted :
TE433hp_03c.d
gn
05-M
AR-2
014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
NOTE:
K-5929-13 54
39
1
See Fig. KI-97 (Sheet )
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
See Fig. D1-2 (Sheet )
RP 114.405
1 72" X 30" 15.0 15.00
See Fig. D1-2 (Sheet )
RP 114.523
D1-2
D1-2
12.50
Lacrosse
Oakley
1
See Fig. D2-2 (Sheet )
1
See Fig. D2-2 (Sheet )
60" X 30"
See Fig. D2-2 (Sheet )
1
RP 116.288
RP 114.528
RP 114.403
D2-2
1 D2-2 84" X 30"
RP 116.145
See Fig. KD7-2 (Sheet )
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
See Fig. D2-2 (Sheet )
14
49
Scott City
Garden City
D2-2 17.50 17.50
See Fig. D2-2 (Sheet )
18.00
1
RP 121.300
60" X 30"
42
31
38
D2-2 12.50 12.50
See Fig. D2-2 (Sheet )
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
See Fig. KD7-3 (Sheet )
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
wn B
y :
File :
lbaer
Plotted :
TE433hp_03d.d
gn
05-M
AR-2
014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
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
Reduced Speed Limit Ahead (35)
Reduced Speed Limit Ahead (45)
Reduced Speed Limit Ahead (55)
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
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File :
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Plotted :
TE433hp_03a(b
us).dgn
05-M
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014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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:
1
1
K-5929-13 54
KR14-5 30" X 30" 6.25
D1-3 21.0 21.00
See Fig. D1-3 (Sheet )
72" X 18"
1
D2-1
R1-2
72" X 42"
See Fig. D2-1 (Sheet )
47
2 48" X 24" 8.0
2 60" X 24"
See Fig. KI-92 (Sheet )
20.00
46
1 72" X 30" 15.00
See Fig. D2-2 (Sheet )
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
See Fig. D1-3 (Sheet )
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
SIGNS TO BE INSTALLED ON PROJECT
Sh. No.
2013
Dra
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File :
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Plotted :
TE433hp_03b(b
us).dgn
05-M
AR-2
014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
HIGH PERFOMANCE SIGNING PROJECTS.
THIS QUANTITY SHEET FOR USE WITH
FOR DETAILED SPECIFICATIONS.
SEE STANDARD PLAN SHEET TE590
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
Reduced Speed Limit Ahead (45)
Reduced Speed Limit Ahead (50)
36" Dia.
37(See Sheet )
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TE439.d
gn
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014 0
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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
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
2900
9842
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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
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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 (2-1/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)
SIGN POST (4" X 6" STRUCTURAL STEEL)
SIGN POST (3 I 2.25 ALUMINUM)
SIGN POST STUB WITH BREAKAWAY BASE PLATE (W6X9)
SIGN POST STUB WITH BREAKAWAY BASE PLATE (W10X12)
SIGN POST STUB WITH BREAKAWAY BASE PLATE (W10X22)
SIGN POST BREAKAWAY BASE PLATE (W6X9)
SIGN POST BREAKAWAY BASE PLATE (W10X12)
SIGN POST BREAKAWAY BASE PLATE (W10X22)
SIGN POST FOOTING (24" Dia. CONCRETE)(STEEL BEAM POST)
SIGN POST FOOTING (30" Dia. CONCRETE)(STEEL BEAM POST)
SIGN POST FOOTING (18" Dia. CONCRETE)(WOOD POST)
SIGN POST FOOTING (1-3/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST FOOTING (2" PERFORATED SQUARE STEEL TUBE)
SIGN POST FOOTING (2-1/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST FOOTING (2-1/2" PERFORATED SQUARE STEEL TUBE)
SIGNING OBJECT MARKER (TYPE 2)
SIGNING OBJECT MARKER (TYPE 3)
SIGNING DELINEATOR (TYPE A)(WHITE RIGID, "U" POST)
SIGNING DELINEATOR (TYPE A)(YELLOW RIGID, "U" POST)
SIGNING DELINEATOR (TYPE A)(WHITE FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE A)(YELLOW FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE A)(WHITE FLEXIBLE)(TYPE 3 ANCHOR)
SIGNING DELINEATOR (TYPE A)(YELLOW FLEXIBLE)(TYPE 3 ANCHOR)
SIGNING DELINEATOR (TYPE B)(WHITE RIGID, "U" POST)
SIGNING DELINEATOR (TYPE B)(YELLOW RIGID, "U" POST)
SIGNING DELINEATOR (TYPE B)(WHITE FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE B)(YELLOW FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE B)(WHITE FLEXIBLE)(TYPE 3 ANCHOR)
SIGNING DELINEATOR (TYPE B)(YELLOW FLEXIBLE)(TYPE 3 ANCHOR)
EACH
EACH
EACH
EACH
EACH
SQUARE FOOT
SQUARE FOOT
SQUARE FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
A36 A572(ALT)
QUANTITIES
APPROXIMATE
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
9842
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TE503.d
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05-M
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014 0
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4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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:
ALL DIMENSIONS ARE IN INCHES.
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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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE506 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
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:
ALL DIMENSIONS ARE IN INCHES.
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
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TE509.d
gn
05-M
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014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE509 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
THE DIMENSION "T" IS THE THICKNESS OF THE ALUMINUM BLANK.
ALL HOLES ARE 3/8 " SQUARE, UNLESS OTHERWISE NOTED.
NOTES:
ALL DIMENSIONS ARE IN INCHES.
A
B
C
C
B
A
B
A
C
D
E
F
FB
CF
C
C
D
A
B
E
A
B
G
F
E
D
C
H
F
A
B
C CD
E
F
E
F
SIGN SIZE A B T AREASIGN SIZE A B C D E F T AREASIGN SIZE
A B C D* T AREAE FSIGN SIZE
DIMENSIONS
A B C D E T AREASIGN SIZEA B C T AREA
INDEPENDENT USE
102 12.75
SIZE A B C D E F G H
- -
22.5 22.5
- -
25.5
T AREA
486 6
6
6 X 6 0.063 0.25 36 DIA
36 X 36
36 X 36 36 36
36 36
36
36 36
36
12
12
12
12
0.080
0.080
0.080
0.080 0.080
0.080
30 X 30
30 X 24 30
30
30
30 30
15 15
15
24 24
24 24
24
24
18
18
18
18
18
18
48 X 36 48 9 14 3/4
2 1/4
2 1/4
102 X 18 3 3
3
3
3
3
3 3
0.10013 HOLES @
8" SPACING
24 X 24
17
0.10045 X 36 45
3.20
7.20
3.99
8.99
0.125
* 3/8" DIA. HOLES
Sh. No.
2013
7.07 4.69
6.75
5.56
KD
OT G
raphics C
ertified
KDOT Graphics Certified 01-18-201127
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TE512.d
gn
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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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)
ALL DIMENSIONS ARE IN INCHES.
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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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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:
ALL DIMENSIONS ARE IN INCHES.
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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29
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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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:
ALL DIMENSIONS ARE IN INCHES.
9"
OR
6"
3"
13/16 "
7/16" X 7/8" SLOT
12"
SHEET
SIGN PANEL
WASHERS AND HEX NUT.
HEX BOLT, 2 FLAT
ALUMINUM 3/8" X 3/4"
Sh. No.
2013
KD
OT G
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ertified
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TE554.d
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014 0
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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE554 7/22/2003
D.D.G.
S.A.B. D.D.G.
B.A.H.
1 OF 2
EXTRUDED FABRICATION 0.125"
REINFORCED PANEL DETAILS
7/1/03
WASHERS AND HEX NUT.
HEX BOLT, 2 FLAT
ALUMINUM 3/8" X 3/4"
SLOTS
PANEL CONNECTOR
9"
OR
6"
3"
13/16 "
7/16" X 7/8" SLOT
12"
SHEET
SIGN PANEL
ALL OTHER PANELS ARE TO BE THE 12" PANEL.
PANEL AT THE TOP OR BOTTOM OF THE SIGN.
HEIGHT IN INTERVALS OF 6", USE THE 6"
FOR EXTRUDED PANEL SIGNS WITH AN OVERALL
NOTE:
ALL DIMENSIONS ARE IN INCHES.
AND FILLETS.
UNSPECIFIED ROUNDS
0.031" RADIUS ON ALL
0.078" FOR 6" PANEL
DETAIL "B"
DETAIL "A"
PANEL CONNECTIONS
12" PANEL
6" PANEL
0.078"
0.078" 0.078"
0.687"
0.453"0.125"
0.138" 0.139"
0.094"
0.375"
0.250" R
0.094"
0.125"
0.015"
0.5"
SEE DETAIL "B"
SEE DETAIL "A"
SEE DETAIL "B"
FULL RADIUS
SEE DETAIL "A"
0.250" R
2.0"
6"
0.125
12"
0.250" R
0.094"2.0"
6"
0.125
Sh. No.
2013
KD
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ertified
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TE555.d
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05-M
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014 0
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4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE555 7/22/2003
D.D.G.
S.A.B. D.D.G.
B.A.H.
Steven A. Buckley
2 OF 2
EXTRUDED FABRICATION .080"
REINFORCED PANEL DETAILS
7/1/03
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
OT G
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ertified
KDOT Graphics Certified 01-18-201132
54K-5929-13 32
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TE557.d
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05-M
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014 0
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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
ALL DIMENSIONS ARE IN INCHES.
Sh. No.
2013
KD
OT G
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ertified
KDOT Graphics Certified 01-18-201133
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TE560.d
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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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 )
ARROW DIMENSIONS ( INCHES )
ARROW DIMENSIONS ( INCHES )
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:
ALL DIMENSIONS ARE IN INCHES.
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
OT G
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ertified
KDOT Graphics Certified 01-18-201134
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Plotted :
TE563.d
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05-M
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014 0
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REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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.
SEE STANDARD PLAN SHEET TE590 FOR DETAILED
NOTE:
ALL DIMENSIONS ARE IN INCHES.
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
OT G
raphics C
ertified
KDOT Graphics Certified 01-18-201135
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.
SEE STANDARD PLAN SHEET TE590 FOR DETAILED
ALL DIMENSIONS ARE IN FEET AND INCHES.
ALL LEGEND SHALL BE MODIFIED SERIES ’E’.
NOTE:
LEGEND - WHITE
BACKGROUND - GREEN
COLORS:
* MEASURED IN DEGREES
Dra
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y :
File :
lbaer
Plotted :
TE575.d
gn
05-M
AR-2
014 0
8:3
4
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
KD
OT G
raphics C
ertified
KDOT Graphics Certified 10-17-2013
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
Dra
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File :
lbaer
Plotted :
GS_01_
HP
Sig
n.d
gn
05-M
AR-2
014 0
8:3
4
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Brown;
[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
3.0" Radius, 1.0" Border, White on Brown;
[El Quartelejo] C;
Standard Arrow Custom 6.0" X 4.0" 180{; [Museum] C;
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
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;
Table of distances between letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Blue;
[Leaving] E Mod; [KANSAS] E Mod;
[Come Again] E Mod 50} spacing;
Table of distances between letter and object lefts.
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
1.9" Radius, 0.8" Border, 0.5" Indent, Black on White;
L ir=4.5, s=2.5;
[ONLY] D 50} spacing;
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;
Table of distances between letter and object lefts.
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
1.9" Radius, 0.8" Border, 0.5" Indent, Black on White;
L ir=4.5, s=2.5;
[ONLY] D 50} spacing;
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
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File :
lbaer
Plotted :
GS_02_
HP
Sig
n.d
gn
05-M
AR-2
014 0
8:3
4
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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;
Table of distances between letter and object lefts.
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;
6.0" Radius, 2.0" Border, White on Green;
[US-83 Business] E Mod; [2] E Mod; [US-56] E Mod;
[34] E Mod; [Liberal] E Mod; [64] E Mod;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{;
[Scott City] D; [Garden City] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{;
[Garden City] D; [Scott City] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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;
12.0" Radius, 2.0" Border, White on Green;
[BUSINESS] E Mod; [EAST] E Mod; [Garden City] E Mod;
[Dodge City] E Mod; Arrow A-13.33UC - 29.3" 45{;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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;
12.0" Radius, 2.0" Border, White on Green;
[Mary St] E Mod; [Kansas Ave] E Mod; [EXIT] E Mod; [‰] E Mod;
[MILE] E Mod;
Table of distances between letter and object lefts.
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;
12.0" Radius, 2.0" Border, White on Green;
[Kansas Ave] E Mod; [Mary St] E Mod;
Arrow A-13.33UC - 29.3" 45{;
Table of distances between letter and object lefts.
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;
12.0" Radius, 2.0" Border, White on Green;
[Mary St] E Mod; [Kansas Ave] E Mod;
Arrow A-13.33UC - 29.3" 45{;
Table of distances between letter and object lefts.
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;
12.0" Radius, 2.0" Border, White on Green;
[Mary St] E Mod; [Kansas Ave] E Mod; [EXIT] E Mod; [‰] E Mod;
[MILE] E Mod;
Table of distances between letter and object lefts.
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
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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;
3.0" Radius, 1.0" Border, White on Brown;
Standard Arrow Custom 9.0" X 6.0" 180{;
[Lake Scott] C;
[State Park] C;
[Wildlife Area] C;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Brown;
[Lake Scott] C;
[State Park] C;
[Wildlife Area] C;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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 ;
3.0" Radius, 1.0" Border, White on Brown;
[Lake Scott] C 70} spacing;
[El] C 70} spacing;
[Quartelejo] C 70} spacing;
[Site] C 70} spacing;
[NEXT RIGHT] C;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 90{;
[EadsCO] E Mod;
Standard Arrow Custom 9.0" X 6.0" 180{;
[Syracuse] E Mod;
[Sharon Springs] E Mod;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
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 ;
1.5" Radius, 0.6" Border, 0.4" Indent, Black on White;
[BUCKLE UP] B; [KANSAS LAW] B;
Table of distances between letter and object lefts.
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 ;
1.5" Radius, 0.6" Border, 0.4" Indent, Black on White;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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
6.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 135{;
[JCT] D; [US-50] D; [US-400] D;
[Liberal] D;
Standard Arrow Custom 9.0" X 6.0" 45{;
Table of distances between letter and object lefts.
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
6.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{;
[JCT] D; [US-50] D; [US-400] D;
[Liberal] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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{;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{;
[3rd Street] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{;
[Campus Dr] D;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
[Campus Dr] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{;
[Spruce Street] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of distances between letter and object lefts.
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;
1.9" Radius, 0.8" Border, White on Blue;
[TRAVEL] D; [INFO] D;
[CALL] D; [511] D;
Table of distances between letter and object lefts.
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;
Table of letter and object lefts.
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;
6.0" Radius, 1.0" Border, White on Green;
[Deerfield] E Mod; [14] E Mod;
[Lakin] E Mod; [21] E Mod;
Table of distances between letter and object lefts.
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.
REVISIONS BY APP’DDATENO.
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
KDOT Graphics Certified 01-18-201140
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
wn B
y :
File :
lbaer
Plotted :
TE603 D
1 T
ypicals.d
gn
05-M
AR-2
014 0
8:3
5
APP’D
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
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
D1-1 Typical; 3.0" Radius, 1.0" Border, White on Green;
[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
D1-1 Typical; 3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 90{; [Town] D;
min
6"
min
6"
VARIABLE
min
6"VARIABLE
66
9
66
6
30
D1-2 Typical; 3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{; [Metro Area] D; [Town] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
min
6"
min
6"
VARIABLE
VARIABLE
min
6"
VARIABLE
min
6"
66
9
66
6
30
D1-2 Typical; 3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 180{; [Village] D; [City] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
min6" min
6"VARIABLE
VARIABLE
VARIABLE
4.5
9
6
66
4.5
6
9
6
18
30
D1-2 Typical; 3.0" Radius, 1.0" Border, White on Green;
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;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
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;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
4.5
9
6
66
4.5
6
4 9
6
18
30
D1-2 Typical; 3.0" Radius, 1.0" Border, White on Green;
Standard Arrow Custom 9.0" X 6.0" 90{; [Village] D; [City] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
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
wn B
y :
File :
lbaer
Plotted :
TE606 D
1-1
b D
2 T
ypicals.d
gn
05-M
AR-2
014 0
8:3
5
APP’D
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
& D2 SERIES SIGNS
VIA COUNTY ROAD
FOR
TYPICAL DESIGN DETAILS
CA
Dconform C
ertify T
his File
CADconform Certify This 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;
KD1-1B typical; 3.0" Radius, 1.0" Border, White on Green;
KD1-2B typical; 3.0" Radius, 1.0" Border, White on Green;
KD1-2B 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
D2-3 typical; 3.0" Radius, 1.0" Border, White on Green;
D2-2 typical; 3.0" Radius, 1.0" Border, White on Green;
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
y :
File :
lbaer
Plotted :
TE609 K
D7 T
ypicals.d
gn
05-M
AR-2
014 0
8:3
5
APP’D
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
KD7 SERIES SIGNS
FOR
TYPICAL DESIGN DETAILS
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;
Standard Arrow Custom 9.0" X 6.0" 0{;
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;
Standard Arrow Custom 9.0" X 6.0" 0{;
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;
3.0" Radius, 0.7" Border, White on Brown;
[HISTORICAL] C; [MARKER] C;
[1 MILE] C;
Table of letter and object lefts.
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;
3.0" Radius, 0.7" Border, White on Brown;
[HISTORICAL] C; [MARKER] C;
Standard Arrow Custom 6.0" X 4.0" 180{;
Table of letter and object lefts.
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;
3.0" Radius, 0.7" Border, White on Brown;
[HISTORICAL] C; [MARKER] C;
Standard Arrow Custom 6.0" X 4.0" 0{;
Table of letter and object lefts.
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
CADconform Certify This 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
gn
05-M
AR-2
014 0
8:3
5
APP’D
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
KD5, KD6, & KD9 SIGNS
FOR
TYPICAL DESIGN DETAILS
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;
3.0" Radius, 1.0" Border, White on Blue;
[REST] D; [AREA] D; [1 MILE] D;
Table of letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Blue;
[REST] D; [AREA] D; [1000 FT] D;
Table of letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Blue;
[REST] D; [AREA] D;
Standard Arrow Custom 9.0" X 6.0" 180{;
Table of letter and object lefts.
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;
3.0" Radius, 1.0" Border, White on Blue;
[REST] D; [AREA] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
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 ;
3.0" Radius, 1.0" Border, White on Green;
[DEPARTMENT] C; [OF] D; [TRANSPORTATION] C;
[AREA HDQ.] C; [XXX] C;
Standard Arrow Custom 12.0" X 2.0" 0{;
Table of distances between letter and object lefts.
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 ;
3.0" Radius, 1.0" Border, White on Green;
[DEPARTMENT] C; [OF] D; [TRANSPORTATION] C;
[HIGHWAY PATROL] C; [AREA HDQ.] C; [XXX] C;
Standard Arrow Custom 12.0" X 2.0" 0{;
Table of distances between letter and object lefts.
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
1.50" Radius, 0.50" Border, White on Blue;
Standard Arrow Custom 15.00" X 4.05" 0{;
Table of distances between letter and object lefts.
4.50 15.00 4.50
KD9-0R
0.9
74.0
5
4.5 15 4.5
0.9
86
24
1.50" Radius, 0.50" Border, White on Blue;
Standard Arrow Custom 15.00" X 4.05" 0{;
Table of distances between letter and object lefts.
4.50 15.00 4.50
KD9-0L
14
4.80.8
4 9.6 4.8
1
6
24
1.5" Radius, 0.5" Border, White on Blue;
[1 MILE] C;
Table of distances between letter and object lefts.
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
1.5" Radius, 0.5" Border, White on Blue;
[XXXX FT] C;
Table of distances between letter and object lefts.
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
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
KI SERIES SIGNS
FOR
TYPICAL DESIGN DETAILS
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;
Table of letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Green;
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
3.0" Radius, 1.0" Border, White on Green;
[ENTERING] C; [CENTRAL] C;
[TIME ZONE] C;
Table of letter and object lefts.
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;
Table of letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Green;
[BUSINESS] D; [DIST] D;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Green;
[BUSINESS] D; Standard Arrow Custom 9.0" X 6.0" 180{;
[DIST] D;
Table of letter and object lefts.
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
3.00" Radius, 1.00" Border, White on Green;
[WASTE] C; [DISPOSAL] C; [SITE X] C;
Standard Arrow Custom 9.00" X 6.00" 0{;
Table of distances between letter and object lefts.
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
3.00" Radius, 1.00" Border, White on Green;
[WASTE] C; [DISPOSAL] C;
Standard Arrow Custom 9.00" X 6.00" 180{; [SITE X] C;
Table of distances between letter and object lefts.
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;
Standard Arrow Custom 9.0" X 6.0" 0{;
Table of letter and object lefts.
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
Standard Arrow Custom 15.00" X 4.05" 0{;
Table of distances between letter and object lefts.
4.50 15.00 4.50
1.50" Radius, 0.50" Border, White on Green;
KI-0R ;
0.9
74.0
5
4.5 15 4.5
0.9
86
24
Standard Arrow Custom 15.00" X 4.05" 0{;
Table of distances between letter and object lefts.
4.50 15.00 4.50
1.50" Radius, 0.50" Border, White on Green;
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
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
KI SIGNS
BOUNDARY & WATERWAY
FOR
TYPICAL DESIGN DETAILS
66
44
8.8 4 10.8
4
24
3.0" Radius, 1.0" Border, White on Green;
[City Name] C; [CITY LIMIT] C;
min6"
min6"
VARIABLE
VARIABLE
66
44
38.6
4
24
3.0" Radius, 1.0" Border, White on Green;
[Town Name] C; [UNINCORPORATED] C;
min6"
min6"
VARIABLE
VARIABLE
66
44
14.3 4 23.5
4
24
3.0" Radius, 1.0" Border, White on Green;
[City Name] C; [URBAN BOUNDARY] C;
min6"
min6"
VARIABLE
VARIABLE
66
44
16.7 4 9.1
4
24
3.0" Radius, 1.0" Border, White on Green;
[County] C; [COUNTY LINE] C;
Table of letter and object lefts.
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
3.0" Radius, 1.0" Border, White on Green;
[Name] D; [RIVER] D;
min6"
min6"
VARIABLE
VARIABLE
44
4
46
44
14.6
4
30
3.0" Radius, 1.0" Border, White on Green;
[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
CADconform Certify This File
54462013K-5929-13
46Sh. No.
GROSSWT TXXNOURHT
TRUCKS
FINEFOR
LITTERING
HIGHWAYS
$10TO$500KEEP
RIGHT
EXCEPTTO PASS
X
TIMEANY
NOPARKING
W EIGHT
LIMIT
8T
12T
16T
8
9
X
Dra
wn B
y :
File :
lbaer
Plotted :
TE621 K
R typicals.d
gn
05-M
AR-2
014 0
8:3
5
APP’D
DETAILED DETAIL CK.DESIGNED DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
KR & KRM SERIES SIGNS
FOR
TYPICAL DESIGN DETAILS
CA
Dconform C
ertify T
his File
CADconform Certify This File
54472013K-5929-13
47Sh. No.
44
4.1 11.1 2.2 4.2 2.3 4.3 2.21.5
4.1
4
12
36
1.5" Radius, 0.6" Border, 0.4" Indent, Black on White;
[GROSS] B; [WT] B; [XX] B; [T] B;
Table of distances between letter and object lefts.
4.1 2.4 2.3 2.4 2.3 3.9 2.7 3.8 2.4 4.1 1.5 4.1
G R O S S W T X X T
KR12-5a ;
weights on the KW12-5 and KW12-5a signs.
NOTE: See plan or quantity sheet for the 4
63
5 30
35
4
10.2
6.8
2.724.6
16.4
9.6
302.7
6.8
10.2
KR14-5;
1.5" Radius, 0.8" Border, 0.5" Indent, Black on White;
[NO] D; [THRU] D;
[TRUCKS] D specified length;
Table of distances between letter and object lefts.
10.2 5.4 4.2 10.2
6.8 4.0 4.5 4.5 3.4 6.8
2.7 3.9 4.4 4.4 4.2 4.3 3.4 2.7
ON
T H R U
T R U C K S
32
2.9 1.2
33
0.33.6
3.5
2
0.72.5
32
1 1.1
33
0.47.4
2.6
3
7.9 8.2
1.7
2
9.6 4.8
1.3
2
5.7 12.6
1.4
2
5.4 13.2
2.9
7.9
9.6
5.7
5.4
3
18
18.5 19
18
24
24
1.5" Radius, 0.5" Border, 0.5" Indent, Black on White;
[$] C; [10] D; [TO] C; [$] C; [500] D; [FINE] D; [FOR] D;
[LITTERING] D; [HIGHWAYS] D;
Table of distances between letter and object lefts.
$ 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;
1.50" Radius, 0.63" Border, 0.38" Indent, Black on White;
[KEEP] D; [RIGHT] D;
[EXCEPT] C; [TO PASS] D;
Table of distances between letter and object lefts.
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;
Table of distances between letter and object lefts.
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{;
Table of distances between letter and object lefts.
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;
1.9" Radius, 0.8" Border, 0.5" Indent, Black on White;
[WEIGHT] E; [LIMIT] E 103} spacing;
Symbol RG190; [8T] D; Symbol RG193;
[12T] D; Symbol RG196; [16T] D;
Table of distances between letter and object lefts.
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