CORRESPONDENCE/MEMORANDUM State of Wisconsin...DATE: 12/1/2016 . TO: All WisDOT Standard Sign Plate...
Transcript of CORRESPONDENCE/MEMORANDUM State of Wisconsin...DATE: 12/1/2016 . TO: All WisDOT Standard Sign Plate...
1
CORRESPONDENCE/MEMORANDUM________________State of Wisconsin DATE: 12/1/2016 TO: All WisDOT Standard Sign Plate Holders FROM: Jay M. Hille, P.E.
State Signing Engineer SUBJECT: Revised WisDOT Standard Sign Plates Listed below and placed in the Traffic Operations Manuals website are changes and additions to the WisDOT Standard Sign Plates. Please make your coworkers aware of the following changes and that they can be found at: http://wisconsindot.gov/Pages/doing-bus/local-gov/traffic-ops/manuals-and-standards/manuals.aspx Many changes have taken place in this listing. The revisions are as follows: Sign Plate Additions/Revisions A4-8 A4-18 A5-2 A5-3 A11-12 A11-13 D17-7 E5-65 E10-83 I55-56B M1-90 M1-94S M4-9A M4-9-BA R1-3 R3-8GGG R3-52C R4-13 R4-14 R9-8 R9-9 R9-11 R9-11A R11-3 R11-3C R13-1 W1-5 W1-10F W1-11 W4-6 W5-65 W6-3 W11-9 W11-50 W11-57 W13-3 W13-3C W13-3D W16-7D W54-60 WO4-5 WO4-5P WO12-1 Retired Sign Plates D5-63A D5-65A D7-52 D7-62 D7-65 D7-68 D7-70 D7-73 D7-76 D7-90 D7-94 R1-51 W11-50P W11-57A W11-58 W11-58A
If you want to be removed from our distribution list or if your address has changed, please contact Jay Hille at the email address or phone number below.
Jay Hille WisDOT Central Office
Bureau of Traffic Operations 3609 Pierstorff St
Madison, WI 53704 (608) 243-5981
PAGE 1
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
A1-1 A1-2 A2-1
A2-1S A3-1
A3-1M A3-2 A3-3 A4-1 A4-2 A4-3
A4-3B A4-3S A4-4 A4-5 A4-6 A4-7 A4-8 A4-9 A4-10 A4-11 A4-12 A4-14 A4-15 A4-16 A4-17 A4-18 A5-2 A5-3 A5-7
A5-8 A5-9 A5-10 A11-1 A11-2 A11-3 A11-4 A11-5 A11-6 A11-7
A11-8A A11-8B A11-8C A11-9 A11-10
A11-11A A11-11B A11-11D A11-11F A11-11G A11-11H A11-11I A11-11J A11-11K A11-11L A11-12 A11-13 A11-14 A11-15 A11-16
A11-17 A11-18 D1-51 D1-55 D1-56 D1-57 D1-60
D1-60A D1-61 D1-63 D1-64 D1-65 D1-66 D1-70 D1-71 D1-72 D4-1 D4-2
D4-2A D4-3 D4-4
D4-5A D4-5 D4-51 D4-52 D4-54 D4-55
D4-55A D4-56 D5-5A
D5-5B D5-61 D5-62 D5-63 D5-64 D5-65 D5-66 D5-67 D5-68 D5-95 D5-96 D5-97 D5-98 D5-99 D6-4
D6-4N D6-4S D6-51 D6-53 D7-51 D7-53 D7-54 D7-56 D7-57 D7-59 D7-60 D7-61
D7-63 D7-64 D7-66
PAGE 2
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
D7-67 D7-68RL
D7-69 D7-71
D7-72 D7-74 D7-75 D7-77
D7-77A D7-80 D7-81
D7-81A D7-82
D7-82A D7-82B D7-91 D7-92 D7-93 D7-95 D8-1 D8-2 D8-3 D9-1
D9-1A D9-1B D9-2 D9-6
D9-13C D9-51 D9-52
D9-52A D9-54
D9-54A D10-3 D10-5 D11-1
D11-1A D11-6 D11-7 D11-8 D11-9 D11-10 D12-1 D12-2
D12-2A D12-2B D12-3
D12-3A D12-4 D12-5 D12-50 D13-3 D13-51 D15-1 D15-2 D16-1 D17-7 D52-52 D52-53 D52-54
D52-56 D52-57 D52-58 DB5-69 DR1-53
E1-5 E2-1 E5-1
E5-1A E5-1B E5-51
E5-51A E5-52
E5-52A E5-53 E5-54
E5-54A E5-56A E5-56L E5-57
E5-57D E5-57E E5-60 E5-61 E5-62 E5-63 E5-64 E5-65 E6-51 E6-52
E6-53 E6-54A E6-54L E6-54R
E7-1 E7-2 E7-3 E7-4 E9-1
E10-51 E10-53 E10-54 E10-55 E10-56 E10-60 E10-61 E10-62 E10-63 E10-64 E10-82
E10-82A E10-83 E11-1
E13-1P G20-1
G20-2A G20-4 G20-51 G20-52
G20-52A G20-53
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STANDARD SIGN PLATE LISTING
12/1/2016 DOT
G20-53A G20-54 G20-55 G20-56 G20-57 G20-58 G20-59 G20-60 G20-61 G20-62
I2-1 I2-1B I2-2
I2-2R I2-3
I2-3A I3-1 I5-1
I52-52 I55-56
I55-56B I55-57
I55-57A I57-10
I57-10W I60-50 I60-51 I60-52 I60-53 I60-56 JV-F
M1-1 M1-4
M1-5A M1-6
M1-6B M1-7 M1-8
M1-8A M1-9 M1-51 M1-54 M1-55 M1-56
M1-56B M1-85
M1-85B M1-86 M1-87 M1-88
M1-88A M1-90 M1-91 M1-92 M1-93 M1-94
M1-94H M1-94S M1-95
M1-95A M1-96
M1-97 M1-98 M2-1 M3-1 M4-1
M4-1A M4-2 M4-3 M4-4 M4-5 M4-6 M4-8
M4-8A M4-9A
M4-9BA M4-9R M4-10
M4-20C M4-20L M4-20R M4-21 M4-22
M4-59L M5-1 M5-51 M6-1 M6-4 M6-7 M7-1 M50
MR1-99
MR4-53 MR4-56 MR5-53 MR5-54
R1-1 R1-1B R1-1F R1-2
R1-3P R1-5L R1-5R R1-6 R1-9
R1-10P R1-53 R1-54 R1-55 R1-61 R2-1 R2-4
R2-6P R3-1 R3-2 R3-3 R3-4
R3-4A R3-4B R3-5
R3-5A R3-5U
PAGE 4
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
R3-5X R3-6
R3-6T R3-6U R3-6V R3-6W R3-6X R3-7
R3-7B R3-7C R3-7S R3-8
R3-8AA R3-8AAA
R3-8B R3-8BB
R3-8BBB R3-8CC
R3-8CCC R3-8D
R3-8DD R3-8DDD R3-8EE
R3-8EEE R3-8F
R3-8FF R3-8FFF
R3-8G R3-8GG
R3-8GGG R3-8HH
R3-8I R3-8II R3-8J R3-8JJ R3-8K
R3-8KK R3-8L
R3-8LL R3-8M
R3-8MM R3-8N
R3-8NN R3-8O
R3-8OO R3-8P
R3-8PP R3-8Q
R3-8QQ R3-8R
R3-8RR R3-8S
R3-8SS R3-8T R3-8U
R3-8UU R3-8V
R3-8VV R3-8W
R3-8WW R3-8X
R3-8XX R3-8Y
R3-8YY R3-8Z
R3-8ZZ R3-9B R3-9C R3-11D R3-12G R3-17 R3-18
R3-20L R3-20LL R3-20R
R3-20RR R3-25U R3-27 R3-33 R3-50
R3-50A R3-50U R3-51
R3-51L R3-51R R3-52B R3-52C R3-52P R3-53 R3-54
R3-55A
R3-57 R3-58 R3-59 R3-60
R3-60X R3-72 R4-1 R4-2 R4-3 R4-4 R4-5 R4-7 R4-9 R4-11 R4-13 R4-14 R4-18 R4-50 R4-51
R4-51A R4-52 R4-53 R4-55
R4-55S R5-1
R5-1A R5-1AB
R5-2 R5-2A R5-3 R5-6
PAGE 5
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
R5-50 R5-53A R5-54 R5-57
R5-57A R5-57B R5-60 R5-96 R5-97 R5-98 R5-99 R6-1 R6-2 R6-3
R6-4B R6-6 R6-7 R7-1 R7-2 R7-4 R7-5 R7-6 R7-7 R7-8
R7-8A R7-8V R7-51 R7-52 R7-53 R7-63
R7-64 R7-65 R7-66 R8-4 R8-7 R8-8 R8-9 R8-10 R8-51 R8-52 R8-53 R8-54 R8-55 R8-56 R8-74 R9-1 R9-2 R9-3
R9-3A R9-3B
R9-3BL R9-4
R9-4A R9-8 R9-9 R9-10 R9-11
R9-11A R9-53 R9-55 R9-56
R9-98 R9-99 R10-1 R10-2
R10-2A R10-3
R10-3B R10-3E R10-3H R10-3I R10-3J R10-3N R10-4
R10-4B R10-4D R10-4X R10-5 R10-6
R10-6B R10-7 R10-10
R10-10A R10-11
R10-11B R10-11C R10-11F R10-11S R10-11T R10-12
R10-15L
R10-15R R10-16
R10-17A R10-23 R10-25 R10-26 R10-50 R10-61 R10-62 R10-63 R10-64
R10-64B R10-64F R10-65 R10-70 R10-71 R11-2
R11-2B R11-3
R11-3B R11-3C R11-4 R11-5 R11-51 R11-52 R11-53
R11-54F R12-1 R12-2 R12-52
PAGE 6
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
R12-53 R12-54 R12-55 R12-56 R12-57 R12-58
R12-58F R12-70
R12-70B R13-1 R13-49 R13-50 R14-1 R14-52 R14-53 R15-3 R15-50 R52-55
R52-57A R52-59 R53-51 R53-52 R53-53 R53-55 R53-56 R53-57 R55-51 R55-53 R55-54 R55-58
R55-58A R55-59 R55-61
R55-61M R55-62 R55-63 R55-64 R55-65 R55-66 R55-67 R59-51 RR2-60
S1-1 S1-51 S3-1 S3-51 S4-2 S4-5 S4-51 S4-52 S5-2 S13-1
S16-5P S16-7 S16-8
S16-9P S54-61 S57-51 W1-2 W1-3 W1-4
W1-4B W1-4C W1-5 W1-6 W1-7 W1-8
W1-8B W1-10
W1-10F W1-11
W1-13L W1-13R W1-51 W1-60 W2-1 W2-2 W2-3 W2-6
W2-7L W2-7R W2-50 W3-1
W3-1B W3-2 W3-3 W3-4 W3-5 W3-6 W3-8 W4-1
W4-2 W4-3
W4-4A W4-4B W4-4C W4-4P W4-6 W4-7 W5-1 W5-2 W5-3
W5-52 W5-53
W5-53S W5-54 W5-56 W5-57
W5-58D W5-58L W5-58R W5-59L W5-59R W5-60L W5-60R W5-61 W5-64 W5-65 W6-1 W6-3
W6-53
PAGE 7
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
W6-54 W6-54A W6-54B W6-54C W6-54D
W7-1 W7-2B W7-3 W7-6
W7-61 W8-1
W8-1A W8-2 W8-3 W8-4 W8-5 W8-6
W8-6A W8-7 W8-8 W8-9
W8-9A W8-11 W8-12 W8-14 W8-16 W8-52 W8-57 W8-58 W8-60
W8-61 W8-62 W8-63 W8-64 W8-65 W8-66 W8-67 W8-68 W8-69 W8-70 W8-71 W8-72
W8-72P W8-73 W8-74 W8-75 W9-1 W9-2
W9-3A W9-62 W9-63 W10-1
W10-1A W10-2 W10-3 W10-4 W10-5
W10-11A W10-11B W10-12
W10-52 W11-1 W11-2 W11-4 W11-5 W11-6 W11-7 W11-8 W11-9 W11-11 W11-12 W11-15
W11-15A W11-50 W11-55 W11-57
W11-59P W12-1
W12-1D W12-2
W12-2A W12-50 W12-52
W12-52P W13-1 W13-2
W13-2A W13-2B W13-2C W13-2D
W13-3 W13-3A W13-3B W13-3C W13-3D W14-1 W14-2 W14-3
W16-1P W16-2A W16-5P W16-7
W16-7D W16-9P
W16-15P W19-1 W19-2 W20-1 W20-2 W20-3 W20-4 W20-5 W20-7
W20-7A W20-50
W20-50M W20-53 W20-58 W21-1
W21-1A W21-2
PAGE 8
STANDARD SIGN PLATE LISTING
12/1/2016 DOT
W21-3A W21-5
W21-5A W21-5B W21-6 W21-51 W21-60 W21-61 W21-62
W21-62P W21-62Q W21-62R W21-63 W21-64 W22-1 W22-2 W22-3 W23-2
W24-1L W24-1R W24-1aL W24-1aR W24-1bL W24-1Br W24-1P W25-2 W54-51 W54-52 W54-53 W54-54 W54-55
W54-56 W54-57 W54-58 W54-59 W54-60 W54-62 W54-63 W56-51 W57-51 W57-52 WO1-1 WO1-2 WO1-3
WO1-4B WO1-4
WO1-4C WO1-6 WO1-7 WO3-1 WO3-2 WO3-3 WO3-4 WO3-5 WO4-1 WO4-2 WO4-3 WO4-5
WO4-5P WO5-1 WO5-2
WO5-52 WO5-53 WO5-58
WO5-58D WO5-59 WO5-60 WO6-1 WO6-2 WO6-3 WO8-1
WO8-1A WO8-2 WO8-3 WO8-4 WO8-5 WO8-6 WO8-8 WO8-9 WO8-52 WO9-1 WO9-2 WO12-1
WO12-1D WO13-1 WO13-2 WO24-1
WO57-51 WO57-52
SIGN SHALL BE MOUNTED TO PROJECT
ABOVE THE TOP OF THE POST1"+ 1/2"-
Nuts, bolts and lags used for mounting signs
b. Electro-galvanized in accordance with
ASTM Designation : B 633, TYPE III, SC 3.
Threads on bolts
with sufficient allowance for the cadmium plate or
galvanized coating to permit the nuts to run freely
on the bolts.
shall have hexagonal heads and shall be either :
and nuts shall be manufactured
*
*
* Two different fastening systems are shown for
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
ATTACHMENT OF SIGNS one or the other system shall be used. Actual number
illustration purposes. On any individual sign, either
TO POSTS
MACHINE BOLTS -
LAG SCREWS -
WOOD POSTS (4" x 4" or 4" x 6")
normally there are two. For a single post installation,
of fasteners per sign varies with the sign area, but
washer
nylonwashersteel
steelwasher
7 7
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A48.DGNFILE NAME : 11-AUG-2016 11:35PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
all signs greater than 9 sq. ft. require the use of
3 fasteners.
a. Hot dip galvanized in accordance
with ASTM Designation: A 153, Class D, or SC 3
SQUARE STEEL POSTS (2" x 2")
WASHERS (ALL POSTS) -
1-1/4" O.D. X �" I.D. X �" STEEL
RIVETS - �" (6605-9-6) BULB-TITE, TRI-FOLD, ALUMINUM BODY/MANDREL
O.D. FLANGE .720-.765 INCH, GRIP RANGE .042-.375 INCH
A4-8.8
STRINGER BOLTING TO ALUMINUM SIGNS (SEE SIGN PLATE A4-18)
MACHINE BOLTS -
�" X 3-1/4" Length w/ nuts (NO STRINGER ON BACK OF SIGN)
�" X 5" Length w/ nuts (STRINGERS ON BACK OF SIGN)
�" X 4" (STRINGERS ON BACK OF SIGN)
�" X 3" (NO STRINGERS ON BACK OF SIGN)
1-1/4" O.D. X �" I.D. X .080 NYLON
8/11/16
�" X 1-3/4" Length w/ lock nuts
general notes
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A418.dgnFILE NAME : 27-APR-2016 13:56 41.805205:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
PLOT NAME :
postshole
spacing holes
mounting
78"
84"
90"
96"
102"
stringer
width
sign
width
72"
72"
72"
90"
90"
2
2
2
2
2
16"
17"
18"
19"
20"
15" 31" 47" 63"
16�" 33�"50�" 67�"
18" 36" 54" 72"
19�" 38�"57�" 76�"
21" 41" 61" 81"
114"
120"
126"
132"
138"
108"
108"
108"
126"
126"
3
3
3
3
3
15"
16"
17"
18"
19"
12" 27" 42" 57"
108"
144"
90"
126"
2
3
21"
20"
22�"43�"64�" 85�"
72" 87" 102"
12" 28" 44" 60" 76" 92" 108"
12" 29" 46" 63" 80" 97" 114"
12" 30" 48" 66" 84" 102" 120"
12" 31" 50" 69" 88" 107" 126"
12" 32" 52" 72" 92" 112" 132"
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
MOUNTING REQUIREMENTS
*
�
Single Piece aluminum sign
multi-piece aluminum sign
4"x6"
WOOD POST
�"x4" LAG SCREW
(SEE A4-8 SIGN PLATE)
STEELWASHER
NYLON
WASHER
2"
1"
� �
�"
CROSS SECTION
VIEW OF CHANNEL
POST MOUNTING
- mounting holes shall be �" diameter.
- see chart for hole spacing requirements
- All signs over 60" in width shall have a 3" radius on the
outside corners of the aluminum blank.
A4-18.1
SIGN STRINGER
- sign stringer material shall consist of steel channel post
sections, weighing 1.12 lbs/ft in accordance with section 633.2.1
of the standard specifications for highway and structure
construction.
4/26/16
- see sign plate a4-8 for SIGN stringer BOLTING requirements.
STRINGER
1"�"
E
H
H
E
E
E
H
�" mounting holes
3" radius on blank
radius on inside
Corners
Do Not put
3" radius on outside
corners of blank
**
*
*
*
- for SIGN PANELS with Dimension (H) 36" and over, Dimension e shall be 6"
- for SIGN PANELS with Dimension (H) under 36", Dimension e shall be 4"
POST CLIP BOLT, WASHER & NUT
Extruded Shape
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
ALUMINUM EXTRUSIONS FOR
2"
2"
6"
12"
6" Extrusion
Minimum Weight
12" Extrusion
Minimum Weight
Stop nut shall be stainless steel.
Post Clip shall be Alum. Alloy 356-T6
POST CLIP,
.250R
6" 12"
Punch 7/16" x 7/8" oval holes beginning 6" in from end
of extrusion 12" CC on both edges of 6" and 12" panels.
.125
KnurlingSharp
Sharp Serrations
1/2"
by
1/64"
.220R
.125R.410.687
.250
.125
The hardware includes:
STITCH BOLT, WASHER & NUT
3/8" X .064 Flat Washers, Alclad 2024-T4 alloy
Panel
Bolt
Stitch
Hardware
NOTES
1. The contractor may select any brand of extrusion
on this contract shall be of the same brand.
adjacent panels.
approval of the engineer, but all extrusions used
that conforms to the illustrations or meets with the
Post Clips shall be used to attach the
Panel Stitch Bolts shall be used to assemble
Maximum stitch bolt spacing
shall be 24" C-C, and a minimum of 4 bolts
sign panel to the
sign support.
2.
3.
shall be used to connect any two extrusions.
Post Clip
Stop Nut
Washer
Flat Post Clip Bolt
3/8 " - Stainless steel stop nut
3/8 " - 16 X 3/4 " Economy Bolt 2024-T4 alloy
TYPE I SIGNS
Post Clip Bolt shall be Stainless Steel.
Flat washer shall be 3/8" X .091, Stainless Steel.
7 7
WISDOT/CADDS SHEET 42
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A52.DGNFILE NAME : 30-NOV-2016 12:05PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
11/30/16 A5-2.10
.863
See Detail A
See Detail A
See Detail A
1.4 lb./ft.
2.5 lb./ft.
DETAIL A (EDGE WRAP JOINT)
4.Edge wrapping of sign sheeting required on all extrusions
joints shown in Detail A.
�"
.125
Area
Ft.A B C D ETHICK
NESS
36
36
36
12
18
24
8
14
20
2
2
2
A B C E
24 24 24
30 30 30
36 36 36
4.0
6.25
9.0
Area
Sq.Ft.
A B C D E
36 36 24 2 2 3.9
18 18 14 2
THICK
NESSTHICK
NESS
.080
.080
.100
.100
Area
Sq.Ft.A B C D E
21
21
15
21
2
2
24
24
24
30
30
30
30
30
12
18
24
8
14
20
2
2
2
15
18
21
24
11
14
17
20
2
2
2
2
30 22 4
11
17
THICK
NESS
NOTES
Area
Sq.Ft.A B C E
30 30 24 3
36 36 28 4
48 48 36 6
5.18
7.46
THICK
NESS
.100
.125
.125
D
C
E
E
B
A
D
A B
C
E
A
B
A B
D
E E
E
C
E
A
B
1.
.100
.100
.100
3.0
4.5
TYPE 5 CONT’D.
.0802.25
3.06
2.19
3.13
3.75
4.37
6.25
Area
Sq.Ft.
48 48 26 3 13 16.0 .125
A B C D EArea
Sq.Ft.
THICK
NESS
13.25
.080
.080
.080
.080
.080
.080
.080
.080
.080
Sq.
DC
CC
2
230 12 8 2.5 .080
1 2 3 4 5
C
2C
2
36 36 26 5 .100
E
.080
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD LAYOUT OF
ALUMINUM SIGN BLANKS
11
2
112
11
2
11
2
11
2
11
2
11
2
11
2
11
2
11
2
11
2
11
2
11
2
11
2
17
8
21
4
SHEET 1 OF 3
6.0
9.0
2.0
3.0
4.0
5.0
8 8
12 12 1.00
0.44
24 24 3.3142 8.75
40 18
30
TYPE 1 Mounting
Holes
2
2
2
Mounting
Holes
2
2
2
3
TYPE 2
TYPE 3
Mounting
Holes
4
Mounting
Holes
Mounting
Holes
TYPE 4
TYPE 5
2
2
2
2
2
2
2
2
2
2
2
2
Mounting
Holes
2
2
2
2
2
2
20 2 .080
6
9
1
.080
.080
2
2
11
2
11
2
11
2
14
22
11
2
17
8
2
4
.100
.125
DATE PLATE NO.
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A53.DGNFILE NAME : 01-AUG-2016 13:17 1.945842:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
18 18 18 2.25 .080 2
D
1
1
2
1
2
7
8
1
4
11
2 14
20
22
26
42 2.12521 17
8 6.12517
5.00
2
A5-3.23
48 48 32 3 3 7.0 .125 2
18 18 14 2 .0801 21.95
2
8/1/16
78 248 24 20 1 .1258.0 2
Diameter mounting hole.
All sign blanks shall have �"
Area
Sq.Ft.A B C D
12
12
24
36
20
24
1
1
6.7518
24
24
54
36
48
36
24
32
2
1
1
12
1
2
1
2
12
78
THICK
NESS
.080
.100
.080
.125
Area
Sq.A B C D E
30
36
48
30
36
48
26
32
1
1
3
5
8
4.68
6.75
12.0
3
8
5
8
TYPE 6
Ft
.100
.125
Area
Sq.Ft.A C E
30
36
48
3
5
8
24
26
32
4.91
7.07
12.5
THICK
.125
.080
.100
NESS
8
E
C
EA
7
DE
E
C
2C
B
A
6
E
DC
E
A
B
NOTES
24 30 22 4
NESS
E
2
6
9
6
8
THICK
.080
.080
B
24
17
8
11
2
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
STANDARD LAYOUT OF
ALUMINUM SIGN BLANKS
SHEET 2 OF 3
1.
2.1915
18
21
24
18
20 112
.080
.0802 3.0
112 1
12
2.0
3.0
6.0
8.0
5.0
12 18 1.5
4.518 36
Mounting
Holes
TYPE 7
2
2
2
2
2
2
2
2
2
2
3
Mounting
Holes
Mounting
Holes
2
2
3
3
3
C
2
C
2
15 11
2 11
2 .080
24 11
2 6 .100
TYPE 8
State Traffic Engineer
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A53.DGNFILE NAME : 01-AUG-2016 13:18 1.945842:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
36 48 32 17
8.1258
348 57 37 6 .125
12.0
19.0
3
3
21 60 40 .08010
21 72 52 10 .080
8.75
10.5
3
3
24 45 317
8.0807.5
24 57 37
32 6
10 9.5 .080 3
24 39 27 112
6 6.5 .080 3
36 54 36 .1009 3
36 57 37 .100 3
12.75
10 14.25
12 48 32 11
28 4.0 .125 3
48
48
39
45
27
32
17
8
17
8
10
10
13.0
14.0
.125
.125
3
3
112
112
17
8
21
4
17
8
.100
30 36 24 .1006 217
87.5
A5-3.238/1/16
Diameter mounting holes.
All sign blanks shall have �"
Area
Sq.Ft.A B C E
24
30
36
45
24
24
36
36
18
18
28
28
3
3
4
4
3.13
3.91
7.03
8.79
THICK
NESS
.080
.080
.100
.125Area
Sq.Ft.A B C D E
TYPE 11THICK
NESS
Area
Sq.Ft.A B C D E
1
4248 36 16 6.014
THICK
.125
NESSNOTES
D 12
E
C
E
A
12
B
12
DA
5 EA
5
C
E
B
A
13
E
C
EA
B
11
TYPE 12 (NOTE 2)
A
BC
C
2
E
22o
D
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD LAYOUT OF
ALUMINUM SIGN BLANKS
SHEET 3 OF 3
2.
10
TYPE 10 (NOTE 1)Mounting
Mounting
MountingHoles
Holes
Holes
2
2
2
2
2
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A53.DGNFILE NAME : 01-AUG-2016 13:19 1.945842:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
A5.3.23
3. All signs over 60" in width shall have
3" radius on the outside corners
of the aluminum blank.
of the edges.
to the theoretical intersections
Dimension A on type #10 is measured
markers.
FHWA standard for Interstate route
Shape of type #12 shall conform to
4. All signs over 60" in width shall be
.125" aluminum. See sign plate A4-18
for hole placement.
8/1/16
.125 4
3 .125 4
3 .125 4
3 .125 4
3 .125 4
3 .125 4
48 3 .125 4
3 .125 4
3 .125 4
3 .125 4
3 .125 4
3 .125 4
66 12 8 3 2 5.5
66 18 14 2 8.25
66 24 20 2 11.0
66 30 22 4 13.75
66 36 28 4 16.5
66 42 34 4 19.25
66 40 4 22.0
72 12 8 2 6.0
72 18 14 2 9.0
72 24 20 2 12.0
72 30 22 4 15.0
72 36 28 4 18.0
3 .125 4
3 .125 4
72 42 34 4 21.0
72 48 40 4 24.0
Area
Sq.Ft.A B C D E
THICK
NESS
Mounting
Holes
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
.125 4
48 60 40 3 10 20.0
54 12 8 2 4.5
54 15 11 2 5.63
54 18 14 2
54 21 17 2 7.88
54 24 20 2
54 28 4 13.5
54 48 40 4 18.0
60 12 8 2 5.0
60 18 14 2 7.5
60 24 20 2 10.0
60 30 22 4 12.5
.125 4
.125 4
60 36 28 4 15.0
60 42 34 4 17.5
TYPE 13
11
2
11
2
11
2
11
2
17
8
17
8
17
8
11
2
11
2
17
8
17
8
17
8
3 .125 460 48 40 4 20.0
17
8
1.
6.75
9.0
36
TYPICAL EXAMPLES
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
NOTES
1.
2. Color:
3.
4.
Background - Green
All signs are
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A1112.DGNFILE NAME : 27-APR-2016 10:14 26.755331:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
PLOT NAME :
Size 2
Size 3
Type II - Type H Reflective
Signs over 12’ wide shall be Type I - Type SH Reflective
Message Series - E
5.Splits shown are for Only
ROUNDABOUT GUIDE SIGNS
6.
D1-62
D1-62
to the applicable route marker specifications. Colors for shields shall be according
Type II
48
74
18
66
9" Radius 2" Border
786
486
924�
7’ - 0"
7
14’ - 0"
751875
47�5947� 7
24 13� 21�5121 13� 24
6" Radius
1" Border
6
4�
47
186
84
5’ - 0"
27� 36� 6 10� 27�
9’ - 0"
12
Split
3
9� 185�
42� 6 18 8�
75�17�75�
10� 16� 54� 17� 9
7.
Shield size is 18" except for M1-55 size shall be 15"
Message - White
Cardinals are Series C, see plate M3-1 thru M3-4 Size 2.
8
3
5R
10R
13R
51
Size 2 Arrow
Size 3 Arrow
45
445
6�
4�R
8�
R
10�
R
37�
42�
2�
4�
5�
37�
27�
32� 24�
37�
37�
Size 2 Arrow Size 2 Arrow Size 2 Arrow Size 2 Arrow
51
36�
38� 38� 29�
Size 3 Arrow Size 3 Arrow
Size 3 Arrow
Size 3 Arrow
42�32�
45
45
45
4/27/16 A11-12.6
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\A1113.DGNFILE NAME : 27-APR-2016 10:09 39.403301:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
PLOT NAME :
NOTES
1.
2. Color:
3.
4.
Background - Green
All signs are
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
ROUNDABOUT GUIDE SIGNS
Message Series - E for 6" Lower Case and 8" Upper Case
E Modified for 8" Lower Case and 10�" Upper Case
5.
OVERHEAD
33�
8�
24�
R
11�
44�
4�
5�
33�
Arrow Detail
12" Radius 2" Border
6�
5
8
10�
8�
6
8
10�
824
6
8’ - 6"
12" Radius 2" Border
6�
5
8
10�
8�
6
8
10�
7�
9824
6
8’ - 6"
E6-52 E6-53
Size 2Size 2
13’ - 0"11’ - 0"
to the applicable route marker specifications. Colors for shields shall be according
6.
Size 2 sign shall have 24" Shield except M1-55 shall be 20" Size 1 sign shall have 18" Minimum Shield except M1-55 shall be 15"
Type I - Type SH Reflective
Message - White
6�
9" Radius 2" Border
8
5�
24
8 10�
532�
7’ - 6"
14�
8
35�
Yellow Background
Black Message
12
6�
9" Radius 2" Border
8
5�
24
8 10�
532�
7’ - 6"
9’ - 0"9’ - 0"
7
7�
8 10�
8�
5’ - 6"
32�
7’ - 0"
6" Radius 2" Border
Size 2
Size 2Size 2
4�
5�
11�
24�
R
6 818
76
44
8
44�
6�
6 818
76
44
8’ - 6"
9" Radius 2" Border11’ - 0"
E6-52
Size 1
11’ - 0"
E6-53
Size 1
6 818
76
44
8
44�
6�
6 818
76
44
8’ - 6"
9" Radius 2" Border
E6-54R
E6-54R E6-54A
8
10
8
10
4/27/16 A11-13.5
10
6�
TYPICAL EXAMPLES
Cardinals are Series C
E
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3.
Type II
4.
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\D177.dgnFILE NAME : 10-AUG-2016 13:28 8.513056:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M
Sign is - Type H Reflective
8/10/16
D17-7
D17-7
D17-7
Substitute appropriate numerals and optically
adjust spacing to achieve proper balance.
Background - Green
Message - White
Message Series - E except line 4 is Series D
C
48 42
B
A
3 � 5 4 4 � 4 �
H
F
I
F
I
F
I
G
H
10 �
JJ
15 �
KK
19 �
LL
12 � 3 � 1 � 15 14.0
NOTES
1.
2. Color:
3.
Type I
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
Background - Blue
Message Series - E
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
K M N
G
F
H
F
H
F
H
F
I
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\E565.DGNFILE NAME : 04-FEB-2016 11:20 19.458419:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
20 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
E5-65
144 72 6
C
2
A
B
E
10 6 � 6 7 � 10 21 �
J L
6 � 3 � 55 �
O
37 � 60
PP
35 10 15 �
TSRO
46 � 7 � 29
U V S W
All Signs are - Type SH Reflective - reference
Message - White
72.0
2/4/16 E5-65.3
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\E1083.DGNFILE NAME : 12-MAY-2016 15:20 19.458419:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
NOTES
1.
2. Color:
3.
Type II
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - White
Message - Black
E10-83
Message Series - B 4� inch
4/27/16 E10-83.2
4. Maximum of 21 letters on 6 foot board and
9 letters on 40 inch board
7�
8 8
7�
8 8
40
6’ - 0"
All Signs - Non-Reflective
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\I5556B.DGNFILE NAME : 26-APR-2016 17:29 1.945842:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
PLOT NAME :
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
I55-56B
NOTES
1.
2.
3.
components, no threaded lock-type components, and no parts which
are loose or can be separated from the main body.
powder coated enamel paint.
4.
6.
7.
Shall have rounded edges with at least �" radii.
Shall not have unrounded and uncoated metal edges which can contact
the back surface of the roll-up sign.
TOP VIEW
SIDE VIEW
ISOMETRIC VIEW
Shall be made with 12 gauge steel, and incorporate no welds, no hinged
Must be capable of permanent attachment to a wood or steel channel
sign post utilizing the fastening hardware specified on the
A4-8 sign plate.
Shall be entirely primed and painted with two coats of a black
5.
Cost of bracket and fastening hardware shall be incidental to the
I55-56 sign.
ROLLUP SIGN BRACKET
�" DIA.
MOUNTING
HOLE
6"
2"
�"
END VIEW
1"
1"
�"
�"
2"
2"
2"
Top of bracket shall be mounted 2’ below the bottom of the I55-56 sign.
2’
Sign Post
Bottom of Sign
Sign Bracket
Mount as shown
SIDE VIEW
Sign
4/26/16 I55-56B.2
�" Round
NOTES
1.
2. Color:
3.
Type II
2
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
24
4.0
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\M190.DGNFILE NAME : 29-NOV-2016 17:19 5.913822:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Contact WisDOT with any questions.
Background - Brown
C
A
A
Sign is - Type H Reflective
Message - White
4.
M1-90
M1-90.111/29/16
Message Series - Century Gothic
36 16.0
1 �
1 �
2
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3.
Type II
4.
Background - Green
Message - White - Type H Reflective
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\M194S.DGNFILE NAME : 28-JUL-2016 14:21 9.631919:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
M1-94S
5. Width may be no more than 108"
Varies
Typical for Overhead Street Name with Shield
6/15/16
A (SEE NOTE 5)
I*
VARIES
VARIES
VARIES
*
K
J FG
B
H
I
G
Varies 18
Varies 18 6 8 5 � 3 6 � 4
12 9 4 5 � 4 � 6
Varies
M1-94S.4
M1-94S
Message Series - D for Size 1 except when over 108" use Series C
C for Size 2 except when over 108" use Series B
Base material shall be 0.125 aluminum
Size 2 and 4 inches for Size 1.
* Minimum dimension is 6 inches for
Sign is - Type H Reflective
II
M4-9A7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEFiles\Projects\tr_stdplate\M49A.dgnFILE NAME : 24-MAR-2016 16:26 5.837526:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscsja
PROJECT NO:
PLOT NAME :
NOTES
1.
2. Color:
Message - Black
3.
Background - Orange
Message Series - D
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type F Reflective
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
3/24/16
2
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
30
18
1 �
�
�
3 �
11 � 9 � 5.0
A
E
D
C
F
KK
L L
5
G
4
I
M4-9A.1
M4-9A
B
3
H
2 �
J
M4-9BA7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEFiles\Projects\tr_stdplate\M49BA.dgnFILE NAME : 24-MAR-2016 14:57 5.837526:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscsja
PROJECT NO:
PLOT NAME :
NOTES
1.
2. Color:
Message - Black
3.
Background - Orange
Message Series - D
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type F Reflective
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
M4-9BA
M4-9BA.13/24/16
2
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
30
24
1 �
�
�
2 �
1
11 � 9 � 5.0
B
A
E
D
C
F
J
H
K
MM
N N
5
G
4
I
I
7 � 1 � 1 �
A
B
C
C
F
C
E
KJ
NOTES
1.
2. Color:
3. Message Series - C
Type II
4.
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - Red
Message - White
H
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R13P.DGNFILE NAME : 29-NOV-2016 14:03 1.974123:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
18 1 � 1 �
2M
1.5
1.5
2.5
24
30
6
5
0.75 6 � 3 6 � � 6 �
1 � �
�
9 � 1 � � 9 � 9
R1-3P
R1-3P 18 1 � 1 � 6 � 3 6 � � 6 �
12 11 2 � 1 � 11 � 2 �
2.5 30 12 2 � � 6 11 2 � 1 � 11 �
1.5 9 � � 1 � 9 � 5 � 1 � 9 24
11/29/16 R1-3P.3
Sign is - Type H Reflective
For 30"x30" R1-1 use 18"x6" R1-3P sign
For 36"x36" R1-1 use 24"x9" R1-3P sign
For 48"x48" R1-1 use 30"x12" R1-3P sign
H
F
F
B
L L
C
D
E
A
M M
2S
3
4
5
1
SIZE A B C D E F G H J K L M N OI P Q R S T U V W X Y Z
48 60 20 19 � 14 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
2 � � 1 8 6 4 �
NOTES
1.
2. Color:
3. Message Series - E
Type II
Background - White
Message - Black
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R21D.DGNFILE NAME : 29-NOV-2016 16:52 4.621375:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M
Area sq. ft.
20.0
Sign is - Type H Reflective
11/29/16 R12-1D.1
* SEE NOTE 4
4.
*
LED screen shall have a minimum of 18" numbers.
R2-1D
R2-1D
F
H
I
H
M
J
U
Y ZU
K
N
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
48
1
1
4
6
6
3 �
7
7
3
3 �
2
E D
SEE R3-8 FOR ARROW DETAIL
30
48
1 �
2 �
2 �
�
�
�
� 8 �
13 �
13 �
11 �
18 �
18 �
3 �
5 �
5 �
2 �
3 �
4 � 14 �
29 �
29 �
1 �
2 �
2 �
3 �
5 �
5 �
18 �
29 �
29 �
12 �
18 �
18 �
5 �
8 �
8 �
4 �
4 �
13 �
21 �
21 �
2 �
3 �
4 �
7 �
7 �
14
22 �
22 �
11 �
17 �
17 �
14
20 � PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
C
AG
I
V
K
L
X
U
W
Y
E
Q P
S
O
W
T
E
7 7
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R38GGG.DGNFILE NAME : 01-AUG-2016 16:41PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
NOTES
1.
2. Color:
3. Message Series - D
Type II
Background - WHITE
Message - BLACK
20 � 3 �
3 �
2S 4 3 2 30 1 � � � 8 � 11 � 3 � 2 � 4 � 14 � 1 � 3 � 18 � 12 � 5 � 13 � 2 � 4 � 14 11 � 14
R
9
9
14
14
Sign is - Type H Reflective
W
E
I
U
V
X
Y
R3-8GGG
R3-8GGG
8/1/16 R3-8GGG.1
B
72
72
108
108
15.0
15.0
36.0
36.0
NOTES
1.
2.Color:
3.
II
K
F
F
J
J
G
H
F
J
H
F
F
I
I
A
B
Lines 1 and 2 are series D.
Y Y
M
M M
N H O P
Q R S T
U V
Bottom line is series E.
DE
C
Lines 3 and 4 and 5 are Series C
a Black background,
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
3
4
2
4 �
1
8
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
30 42 1 � � � 3 � 2 � 5 11 � 2 � 6 � 9 � 1 � 10 � 7 �
Top symbol and legend are White Type H Reflective with
Bottom legend is Black with White Type H Reflective background.
M
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R352C.DGNFILE NAME : 01-AUG-2016 16:07 6.810449:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
8.75
2S 3 4 2 4 � 1 8 30 42 1 � � � 3 � 2 � 5 11 � 2 � 6 � 9 � 1 � 10 � 7 � 8.75
Sign is Type - Type H Reflective
Background - See Note 4
Message - See Note 4
Message Series - See Note 5
4.
5.
R3-52C
R3-52C
8/1/16 R3-52C.1
5 �
5 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3.
Type II
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R413.dgnFILE NAME : 10-AUG-2016 15:25 6.384792:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M
Sign is - Type H Reflective
8/10/16
R4-13
C
D
E
A
B
G
F
H
F
H
F
G
MJL
N C J O
I J J K
42 24 � 4 2 � 11 � 17 � 11 � R4-13
R4-13.1
Background - White
Message - Black
Message Series - C
1 � � 3 � 3 8 18 � 14 7.0
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3.
Type II
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R414.dgnFILE NAME : 10-AUG-2016 15:11 8.513056:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M
Sign is - Type H Reflective
8/10/16
30 42 � 4 3 2 � 8 � 7 � 12 � 7 � 11 � 4 � 8.75
R4-14
R4-14
R4-14.1
Background - White
Message - Black
Message Series - D
C
D
E
A
B
1 � �
G
I
H
F
G
F
G
F
G
F
G
JJ
KK
LL
MM
NN
NOTES
1.
2. Color:
3. Message Series - C
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type H Reflective - reference
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
4
3 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - White
Message - Black
30 18 1 � � � 3.75 3
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEFiles\Projects\tr_stdplate\R98.DGNFILE NAME : 17-MAR-2016 15:06 2.918761:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscsja
PROJECT NO:
PLOT NAME :
2S 1 � � � 24 12
C
D
E
A
B
3 2 � 1 �
G
F
H
F
G
10
1 � � � 24 12 3 2 � 1 � 10 2.0
2.0
3/17/16 R9-8.1
I
J
9 �
9 �
13 13
I
J
R9-8
R9-8
NOTES
1.
2. Color:
3. Message Series - C
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type H Reflective - reference
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
4
3 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
R9-9
Background - White
Message - Black
30 18 1 � � � 3.75
R9-9
3
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R99.DGNFILE NAME : 11-AUG-2016 11:33 2.918761:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2S 1 � � � 8 � 24 12
C
D
E
A
B
3 2 � 1 �
G
F
H
F
G
10
I I
J J
12 � 10 �
1 � � � 8 � 24 12 3 2 � 1 � 10 2.0
2.0
8/11/16 R9-9.6
5. Use Size 2 for Sidewalks. Use Size 3 for
Paths and Trails.
NOTES
1.
2. Color:
3. Message Series - B
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
24
12
2
10
1 �
2.0
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - White
Message - Black
C
D
E
A
F
G
F
BJH
K L M N
F
F
I
E
II
R9-10
R9-10
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R910.DGNFILE NAME : 01-DEC-2016 11:42 2.958364:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2S 1 � � � 2 � 7 � 3 � 3 � 3 4 �
24 12 2 10 1 � 1 � � � 2 � 7 � 3 � 3 � 3 4 � 2.0
11/29/16 R9-10.6
2 �31530 12 2 9 � 4 � 4 � 3 � 5 � 3.125 � 1 � �
Sign is - Type H Reflective
5. Use Size 2 for sidewalks. Use Size 3 for
paths and trails.
NOTES
1.
2. Color:
3. Message Series - C
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
24
12
1 �
10 �
1 �
2.0
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - White
Message - Black
C
D
E
2S
A
B
F
F
F
F
F
F
IHG J
KK
IL M
O
P
N
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R911A.DGNFILE NAME : 01-DEC-2016 11:44 5.904805:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
R9-11A
R9-11A � � 2 � 8 � 9 � 7 5 � 2 � � 1
24 12 1 � 10 � 1 � 2.0 � � 2 � 8 � 9 � 7 5 � 2 � � 1
11/29/16 R9-11A.3
Sign is - Type H Reflective
30 15 � 1 � � 2 3.12513 � 2 10 � 12 � 8 � 6 � 1 � 3 � �
Use Size 2 for Sidewalks. Use Size 3 for
paths and Trails.
5.
NOTES
1.
2. Color:
3.
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
24
12
1 �
1 �
1 �
2.0
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - White
Message - BlackC
D
E
2S
A
B
KJ L
NN
KO P
T
S
R
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R911.DGNFILE NAME : 01-DEC-2016 11:45 5.927195:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
R9-11
R9-11
F
F
F
H
F
G
F
F
I
M M
� � 1 �
Message Series - C except Size 1 is Series D
9 � � 1 � 7 � 3 � 6 � 5 � � 2 � 1 9 �
24 12 1 � 1 � 1 � 2.0 � � 1 � 9 � � 1 � 7 � 3 � 6 � 5 � � 2 � 1 9 �
11/29/16 R9-11.3
Sign is - Type H Reflective
30 15 2 1 � � � 1 � 1 � 13 � 2 10 � 4 � 12 � 8 � 6 � �1 � 3 � 3.125
5. Use Size 2 for Sidewalks. Use Size 3 for
Paths and Trails.
C
D
E
A
B
F
G
H
T
R
U V W
P Q
S
L M NK J
J**
** See Note 5
I
R11-3
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3. Message Series - C
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Background - White
Message - Black
5.
O
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
36
60
18
30
1 �
1 �
15 �
23
13 �
1 �
10 �
17 �
13 �
11
4.5
12.5
�
�
�
�
4
6
3
5
2 �
4
2
4 � 3 �
3
5 1 �
2
H
Q
16 �
11 � 1 �
1 �
8 2
3
8 �
8
4 � 6 �
10 3 �
2 6 �
R11-3
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R113.DGNFILE NAME : 28-JUL-2016 16:25 6.810445:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M 60 30 1 � 23 13 � 17 � 13 � 11 12.5 � � 6 5 4 4 � 3 � 5 1 � 16 � 1 � 3 8 10 3 �
mile and optically adjust spacing to achieve proper balance.
Substitute appropriate numerals to nearest quarter
Sign is - Type H Reflective
7/28/16 R11-3.7
C
D
E
A
B
F
G
PN O
J
**
** See Note 5
I
R11-3C
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3. Message Series - C
Type II
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Background - White
Message - Black
5.
M
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
36
60
15
24
1 �
1 �
3.75
10.0
�
�
�
�
4
6
3
5 4
8
12
H
2
5 R11-3C
3 8
K L
H
G
3 1 �
1 �
3
2 � 13 �
20 �
2 �
13 �
10 �
17 �
7 7
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R113C.DGNFILE NAME : 28-JUL-2016 16:56PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
2M 60 24 1 � 10.0 � � 6 5 4 12 5 3 1 � 3 20 � 13 � 17 �
7/28/16 R11-3C.3
Sign is - Type H Reflective
mile and optically adjust spacing to achieve proper balance.
Substitute appropriate numerals to nearest quarter
B
G
G
F
F
F
H
H
C
E
J K
N
A
O
6. Type II
Type I
R13-1
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
90
120
144
36
48
66
10
10
43 �
37 �
11 �
14 �
17 �
19 �
33 �
31 �
22.5
40.0
66.0
3
6
6
1
1
2
6
8
5
7
4
5
8
34 �
26 � 3 �
4 �
5 �
25
33 �
36 �
19 �
47 �
36
59 �
3 �
5 �
I
6 �
L
P
6
8
10
K
30 �
22 �
K
Q K R S
20 �
K T
17 �
12 �
26 � 26 �
5.
NOTES
1.
2. Color:
3. Message Series - E
4. Corners may be square or rounded but
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\R131.DGNFILE NAME : 29-NOV-2016 16:41 18.231355:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M 90 36 11 � 19 � 22.5 3 1 6 5 4 26 � 3 � 25 19 � 36 3 � 6 22 � 12 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
R13-1
11/29/16 R13-1.8 8
M
6 �
4 �
4 �
Background - White
Sign is
Message - Black
Type II
Base material for signs shall be 0.125 inch aluminum.
Code sizes 2 & 4 are , Type H Reflective, Code size 5
Type II.borders shall be rounded when sign is
is Type SH Reflective.
Type I or Type II - See Note 5
D
C
E
A
A
W1-5R
J J
H
L
K
F
G
T
U
F
GL
M
G
F
F
G
O P
K
S
R
I
I
N
Q
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
1 8 � 1 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
Type II
W1-5L is the same as W1-5R except the arrow is
reversed along the vertical centerline.
Background - Yellow
Message - Black
24
36
36
48
1 �
1 �
1 �
1 �
2 �
�
�
�
�
�
�
�
�
1 �
1 �
2 �
4 �
4 �
9 �
W1-5 4 �
5 �
6 �
6 � �
1 �
1 �
5 �
3 �
3 � 2 �
30 4 �
2 �
2 �
6 �
9 �
16
19 �
25 �
3 �
� �
1 �
1 � 1 �
1 �
�
1
1
3 �
4 �
5 �
7 � 6 �
�
�
�
�
1
�
�
�
�
�
�
�
�
�
�
3 �
5
1 �
2
3 �
8 �
13
12 �
19 �
11 �
14 �
17 �
17 �
22 �
5 �
6 �
7 �
7 �
10 �
5 �
6 �
7 �
7 �
10 �
4.0
6.25
9.0
9.0
16.0
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W15.DGNFILE NAME : 01-AUG-2016 09:34 5.594294:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M 36 1 � � � 4 � 9 � 6 � 1 � 2 � 19 � 3 � 1 � 1 5 � � � � 17 � 7 � 7 � 9.0
for Size 2S.
4.
3.
If used with W13-1 of 30 MPH or less, use 36" sign
Sign is - Type F Reflective
8/1/16 W1-5.9
A
A
C
D
E
I
O
P
S
N
M
M
R
H G
L
NOTES
1.
2. Color:
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
3.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
Corners may be square or rounded when base
Sign is - Type F Reflective - reference
4.
reversed along the vertical centerline.
Background - Yellow
Message - Black
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
1
1
3
6
6
7
7
4
6
6
8
8
1
1
7
1
1
24
36
36
48
48
1 �
1 �
1 �
2 �
2 �
�
�
�
�
�
�
�
�
4 �
4 �
3 �
5 �
5 �
7 �
11 �
11 �
15 �
15 �
2 �
3 �
3 �
4 �
4 �
�
1 �
1 �
1 �
1 �
�
�
�
10 �
10 �
14
14
9 �
14 �
14 �
19
19
3 �
4 �
4 �
6 �
6 �
�
1 �
1 �
4.0
9.0
16.0
16.0
9.0
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEFiles\Projects\tr_stdplate\W110F.DGNFILE NAME : 12-SEP-2016 15:15 7.783368:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscsja
PROJECT NO:
PLOT NAME :
2M 6 1 36 1 � � � 4 � 5 � 11 � 3 � 1 � � 10 � 14 � 4 � 9.0
corners and borders shall be rounded.
13 �
13 �
13 �
K
9
18
18
W1-10F
W1-10F.19/12/16
W1-10FR
W1-10FL is the same as W1-10FR except the arrow is
J
M
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
A
A
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W111A.DGNFILE NAME : 04-AUG-2016 10:34 11.675051:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M
F
G
H
I
J
K
Sign is - Type F Reflective
NOTES
1.
2. Color:
Type II
Background - Yellow
Message - Black
3.
reversed along the vertical centerline.
36
48 � 2 � 1 5 � 13 �
1 � � �
16 �
36 1 � � � 8 �
11 � 11 14
12 �
12 � 8 �
4 8 � 10 � 10 �
4 8 � 10 � 10 �
36 1 � � � 8 � 12 � 4 8 � 10 � 10 �
9.0
16.0
9.0
9.0
E
D
C
W1-11 L&R
W1-11A.28/1/16
36 1 � � � 12 � 8 � 4 8 � 10 � 10 � 9.0
W1-11R
W1-11L is the same as W1-11R except arrow is
DE
C
I
F
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
1
1
4
18
9
30
36
48
48
1 �
1 �
2 �
2 �
�
�
�
�
�
�
3 � 11 �
G
10 �
H
A
A
13 � 9 � 14 45
M
45
45
45
16 �
22 �
22 �
11 �
15 �
15 �
16 �
21 �
21 �
10 �
14 �
14 �
13
17 �
17 �
13 �
18 5 �
5 �
6.25
9.0
16.0
16.0
J
K
L
NOTES
1.
2. Color:
3.
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type F Reflective - reference
Background - YELLOW
Message - BLACK
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
W4-6
* Scale and Rotate W4-3 and make modifications.
7 7
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W46.DGNFILE NAME : 09-FEB-2016 10:16PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
N
2 �
3 �
4 �
4 �
2M 4 36 1 � � � 45 16 � 11 � 16 � 10 � 13 13 � 9.0 3 �
W4-6R
2/9/16 W4-6.4
DE
F
G
A
A
K
L
N
C
W4-6L
M
W5-65R
W5-65L
S
S S
S
N
B
A
M
G
F
F
H
J K L K J
O
O
P
R
Black
Yello
w
Black
Black
Yello
w
Yello
w
Yello
w
PNOTES
1.
2. Color:
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Sign is - Type F Reflective - reference
Background - Yellow
Message - Black
8 � 45
.
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W565.DGNFILE NAME : 10-FEB-2016 07:36 8.989790:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
6
2M
24 36 6.04 �2 � 9 � 4 � 7 5 3 � 11 4 � 1 �
W5-65.1
6.01 ��4113 �5 6 74 �9 � 45 4 �2 � 8 � 24 36
W5-65D & W5-65
Bla
ck
W5-65D
3. Base material is to be .040" sheet aluminum.
Bla
ck
Bla
ck
Bla
ckY
ello
wYello
w
Yello
w
S
S
T
T
S
S
T
T
NN
I
P
R
P
Bla
ck
Yello
w
A
G
F
F
H
M
O
O
J J
B
H F F MF
16 �
16 �
U
S
S S
S
NN
P
R
P
A
G
F
F
H
M
O
O
JJ
B
FFM F
U
Black
Yello
w
Black
Black
Black
Yello
w
Yello
w
Yello
w
2/10/16
W6-3
ARROW DETAIL
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3.
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type F Reflective - reference
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
1 6 1
Background - Yellow
Message - Black
30
36
48
1 �
1 �
2 �
�
�
�
�
�
�
� W6-3
6.25
9.0
16.0
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEFiles\Projects\tr_stdplate\W63.DGNFILE NAME : 10-MAR-2016 14:01 6.080757:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscsja
PROJECT NO:
PLOT NAME :
1 6 48 2 � � 16.0
2M 36 1 � � � � 9.0
3 � 11 � 10 � 2 �
D
E
IH
I H
G
F
F
G
I
4 �
5 �
5 �
7
7
1
8 �
9 �
9 �
13 �
13 �
4 �
4 �
J J
L
K
3/10/16 W6-3.11
3
3
4
4
13 � 12 �
12 � 13 �
17 �
17 �
16 �
16 �
A
A
D
C
E
A
A
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
30
W11-9
NOTES
1.
2. Color:
Type II
Background - YELLOW
Symbol - BLACK
36
1 � �
�
�
�
11 �
F
F
13 �
6.25
9.0
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
W11-9
7 7
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W119.DGNFILE NAME : 28-JUL-2016 15:31PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
2M
7/28/16 W11-9.4
1 �
36 13 � 9.0 � 1 � �
48 2 � � 1 18 16.0
4.024 1 � � � 9
Sign is - Type F Reflective
D
E
I I
F
F
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W1150.DGNFILE NAME : 01-DEC-2016 08:53 6.226930:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
24 1 � 10 �
2M
4.0
5 3 30 1 � � � 13 � 6.25
6 36 1 � � � 3 � 16 9.0
6 36 1 � � � 3 � 16 9.0
1 8 5 48 2 � � 21 � 16.0
� � 4 2 �
Sign is - Type F Reflective
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3. Message Series - C
Type II
Background - Yellow
Message - Black
G
C
A
A
W11-50
W11-50.412/1/16
W11-50
HH
3 �
4 �
5 �
5 �
7 �
NOTES
1.
2. Color:
3. Message Series - C
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
Sign is - Type F Reflective - reference
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - Yellow
Message - Black
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
5
36 1 � � � 9.0
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W1157.DGNFILE NAME : 20-JUL-2016 10:40 6.810445:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
2M 5 36 1 � � � 9.0
A
A
C
D
E
F
F
F
F
G
O
G
W11-57
2 � �
�
W11-57
7/20/16 W11-57.8
H
8 �
I I
10 10 �
J L C K
2 � 9 �
MM
9 �
NN
8 � 10 10 � 9 � 9 �2 �
48 2 � 1 �
2 �
2 �
2 �
37 � 11 � 15 � 3 � 12 � 13 � 2 �14 � 16.0
16.0
16.0
48 2 � 1 � 37 � 11 � 15 � 3 � 12 � 13 � 2 �14 �
48 2 � 1 � 37 � 11 � 15 � 3 � 12 � 13 � 2 �14 �
C
D
E
W13-3
F
J
E
K
G
J
H
O
L M
N N
I
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
4
4
6
8
8
8
3
3
4
6
6
7 5
3
3
6
6
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
NOTES
1.
2. Color:
3. Message Series - E
Type II
Background - Yellow
Message - Black
24
24
36
48
30
30
48
60
�
�
�
�
�
�
� 12
16
W13-3
space about centerline to achieve proper balance.
Substitute appropriate numerals and optically
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W133.DGNFILE NAME : 01-AUG-2016 09:57 4.086268:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
4 �
A
B
2M 4 8 3 3 24 � �
5.0
5.0
5.0
12.0
20.0
3 �
3 �
3 � 2 �
2 �
2 � 2 �
2 �
2 �
5 �
5 � 16 �
13 �
8 �
8 �
8 � 8 �
8 �
8 �
13 �
17 10 �
7 �
5 �
5 �
5 �
1 �
1 �
2 �
1 �
1 �
1 � 30
Sign is - Type F Reflective
4.
W13-3.108/1/16
36 48 1 � � � 6 12 4 6 4 � 5 � 13 � 13 � 7 � 6 12.0
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W133C.DGNFILE NAME : 01-AUG-2016 11:44 13.506629:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
W13-3C 2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
2 � � 48 84
3 �
NOTES
1.
2. Color:
3. Message Series - E
Type II
Background - Yellow
Message - Black
4.
B
M
J
A
O O
E
D
U U
T T
R
P
S
W13-3C
2M
2 � � 48 84 3 �
36 60
36 60 1 � � �
1 � � �
6
6
8
8
1
1
I
L
G
F
3 �
5
5
4 �
4 �
6 �
6 � 24 �
17 �
17 �
24 �
H
G
G
3 �
3 �
3 �
K
25 �
25 �
36
36
16
16
10
10
4 �
4 �
3
3
5
6
5
6 17
12 �
12 �
17
5 �
5 �
4
4
15
15
10
10
10 �
10 �
8 �
8 �
9 �
9 �
13 �
13 �
9 �
9 �
13
13
15.0
28.0
28.0
15.0
C
N
Sign is - Type F Reflective
Subsitute appropriate numeral and optically center.
5. For use with ramp speeds of 35 MPH or greater.
8/1/16 W13-3C.2
15.0 4 9 � 10 8 � 3 5 12 � 9 � 10 25 � 3 � 17 � 6 3 � 4 � 60 1 � � � 36
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W133D.DGNFILE NAME : 01-AUG-2016 11:34 13.506629:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
2 � � 48 84
3 �
NOTES
1.
2. Color:
3. Message Series - E
Type II
Background - Yellow
Message - Black
4.
B
M
J
A
O O
E
D
U U
T T
2M
2 � � 48 84 3 �
36 60
36 60 1 � � �
1 � � �
6
6
8
8
1
1
L
G
F
3 �
4 �
4 �
17 �
17 �
G
G
3 �
3 �
3 �
K
25 �
25 �
36
36
16
16
10
10
4 �
4 �
3
3
5
6
5
6
17
12 �
12 �
17
5 �
5 �
4
4
15
15
10
10
10 �
10 �
8 �
8 �
15.0
28.0
28.0
15.0
C
N
S
P
Substitute appropriate numeral and optically center.
5. For use with ramp speeds of 30 MPH or less.
W13-3D
8/1/16 W13-3D.1
W13-3D
Sign is - Type F Reflective
7 �
7 �
R
14
14
12
12
10 �
10 �
I
H
23 �
23 �
7
7
36 60 1 � � � 6 3 � 4 � 17 � 3 � 25 � 10 3 5 12 � 10 � 4 10 8 � 15.0
9
9
9
2M
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
30
18
18
3.75
NOTES
1.
2. Color:
Type II
�
� � 30 1 � �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Message - Black
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W167D.DGNFILE NAME : 11-AUG-2016 11:30 3.891684:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
48 24 � � 1 � 30 1
30 30 1 � � � 3.75
24 12 1 � � � 30 � 2.0
8.0
2S
W16-7D.1
W16-7D
D
C
E
A
B
W16-7D
H
K
F
G
J
5 �2 � 3 � 6 �
7 �
7 �
10 �
5 �
5 �
7 �
I
4
4
5 �
9 �
9 �
12 �
10 �
L L
13
13
20 �
Sign is - Type F Reflective
Background - Yellow
8/1/16
2.0 1 � 2 � 30 5 � 3 � � 6 � 10 � � � 12 24
A
A
C
D
E
W54-60
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P R S T U V W X Y Z sq. ft.
24
36
36
1 �
1 �
�
�
�
�
6
6
1 �
2
2
1 �
2 �
2 �
�
�
3
3
1
1
6 �
6 �
6 �
6 �
11 �
11 �
12 �
12 �
14 �
14 �
10 �
15 �
15 �
4.00
9.00
9.00
P
N O
F
I
K
G
G
J
H
F
L M
F
H
1 � � � 4 � 1 � � 4 � 4 � 7 � 8 � 9 �
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
W54-60
NOTES
1.
2. Color:
3.
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Sign is - Type F Reflective - reference
Background - Yellow
Message - Black
Message Series - Lines 1, 2, & 3 are Series C
Lines 4 & 5 are Series D.
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\W5460.DGNFILE NAME : 27-APR-2016 09:59 7.783368:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
PLOT NAME :
2M 36 1 � � � 6 2 2 � � 3 1 6 � 6 � 11 � 12 � 14 � 15 � 9.00
4/27/16 W54.60.9
R R
S S
3 � 6 �
2 � 5
3 � 6 �
3 � 6 �
NOTES
1.
2. Color:
3.
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
1 8 7
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Message - Black
36
48
48 2 � � 18 � 3 � 20 � 17 � 14 � 8 � 45 4 � 14 � 15 � 1 � 16.0
Sign is - Type F Reflective - reference
7 7
WISDOT/CADDS SHEET 42
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\WO45.DGNFILE NAME : 28-APR-2016 13:30 6.080757:1.000000PLOT SCALE : PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
PLOT NAME :
1
2 �
8
1 � � �
2 � �
14
18 � 3 �
6 15 � 13 � 10 � 5 � 6 � 45
8 � 45 7 14 � 20 � 17 �
3 � 10 � 11 � �
1 � 15 � 14 � 4 � 16.0
16.0
9.0
2M
D
C
E
A
AH
H
NL
O
Q
R
F
G
M
J
I
K
P
W04-5
8 �
11 �
11 �
48 1 8 2 � � 18 � 3 � 8 � 45 7 14 � 20 � 17 � 1 � 15 � 14 � 4 � 16.0 11 �
48 1 8 2 � � 18 � 3 � 8 � 45 7 14 � 20 � 17 � 1 � 15 � 14 � 4 � 16.0 11 �
48 1 8 2 � � 18 � 3 � 8 � 45 7 14 � 20 � 17 � 1 � 15 � 14 � 4 � 16.0 11 �
S
4/28/16 WO4-5.1
Background - Orange
WO4-5
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
4/28/16 WO4-5P.1
WO4-5P2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
2M
W04-5P
NOTES
1.
2. Color:
3. Message Series - C
Type II
latest edition.
WIS DOT Standard
and STRUCTURE CONSTRUCTION
Specification for HIGHWAY
4.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
7 7
WISDOT/CADDS SHEET 42
ESHEET NO:
C:\CAEfiles\Projects\tr_stdplate\WO45P.DGNFILE NAME : 02-MAY-2016 13:44PLOT DATE : PLOT BY : mscj9h
PROJECT NO:
Message - Black
HWY: COUNTY:
Background - Orange
18
A
24 30
24
B
C
D
E
1 �
1 �
�
�
�
�
4
5 4
3
H
F
G
F
G
F
H
3 �
3
3 �
2 �
II
9 7
KK
JJ
7 � 5 � 3.0
5.0
Sign is - Type F Reflective - reference
24 30 1 � � � 5 4 3 � 3 � 9 7
24 30 1 � � � 5 4 3 � 3 � 9 7
24 30 1 � � � 5 4 3 � 3 � 9 7
24 30 1 � � � 5 4 3 � 3 � 9 7
5.0
5.0
5.0
5.0
A
A
G
G
D
E
C
WO12-1
NOTES
1.
2. Color:
Type II
3.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
H
L
K
JI
J
ARROW DETAIL
Background - Orange
Message - Black
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
1 27 �
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\WO121.DGNFILE NAME : 11-AUG-2016 11:29 4.864607:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
36 1 � � � 5 � 12 � 11 10 �
30 1 � � � 8 � 4 � 10 � 8 � 22 �
9.0
6.25
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\WO121.DGNFILE NAME : 11-AUG-2016 11:29 4.864607:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
24 1 � � � 6 � 3 � 8 � 7 18 4
2M 24 1 � � � 6 � 3 � 8 � 7 18 4
WO12-1
7/26/16 WO12-1.2 36 1 � � � 10 � 5 � 12 � 1 11 27 � 9.0
24 1 � � � 6 � 3 � 8 � 7 18 4
Sign is - Type F Reflective
A
A
E
D
C
G
H
II
NOTES
1.
2. Color:
Type II
3.
material is plywood but borders shall be rounded
as shown. When base material is metal, the
corners and borders shall be rounded.
Corners may be square or rounded when base
Arrow Detail
L
K
J
O
J
M
N
2S
3
4
5
1
SIZEArea
A B C D E F G H J K L M N OI P Q R S T U V W X Y Z sq. ft.
1
PLATE NO. DATE
APPROVED
WISCONSIN DEPT OF TRANSPORTATION
State Traffic Engineer
STANDARD SIGN
Background - Orange
Message - Black
7 7
EHWY: COUNTY: SHEET NO:
C:\CAEfiles\Projects\tr_stdplate\WO121D.DGNFILE NAME : 11-AUG-2016 11:28 4.621375:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$
PROJECT NO:
PLOT NAME :
13 4
6.25 5 �30
24
36
1 �
1 �
1 � �
�
�
�
�
10
8
12
4
6
11 �
9 �
14 �
� 4 �
3 �
5 �
9
7 �
10 � 9 �
6 �
7 �
10 �
15 �
3 �
4 �
4.0
9.0
�
2M 24 1 � � � 8 4 9 � 3 � 7 � 6 � 10 � 3 � 4.0 �
7/28/16 WO12-1D.2
WO12-1D
WO12-1D
Sign is - Type F Reflective
36 1 � � � 12 6 14 � 1 5 � 10 � 9 � 15 � 4 � 9.0
24 1 � � � 8 4 9 � � 3 � 7 � 6 � 10 � 3 � 4.0