CORRESPONDENCE/MEMORANDUM State of Wisconsin...DATE: 12/1/2016 . TO: All WisDOT Standard Sign Plate...

57
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 [email protected]

Transcript of CORRESPONDENCE/MEMORANDUM State of Wisconsin...DATE: 12/1/2016 . TO: All WisDOT Standard Sign Plate...

Page 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

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

[email protected]

Page 2: 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

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 3: 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

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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

Page 4: 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

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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 5: 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

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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 6: 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

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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 7: 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

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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 8: 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

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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 9: 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

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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

Page 10: 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

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

Page 11: 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

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"

Page 12: 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

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

Page 13: 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

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 �"

Page 14: 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

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 �"

Page 15: 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

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

Page 16: 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

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

Page 17: 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

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

Page 18: 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

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

Page 19: 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

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

Page 20: 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

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

Page 21: 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

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

Page 22: 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

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 �

Page 23: 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

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

Page 24: 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

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

Page 25: 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

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 �

Page 26: 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

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

Page 27: 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

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

Page 28: 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

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

Page 29: 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

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 �

Page 30: 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

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

Page 31: 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

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

Page 32: 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

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

Page 33: 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

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.

Page 34: 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

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.

Page 35: 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

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.

Page 36: 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

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.

Page 37: 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

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

Page 38: 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

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

Page 39: 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

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

Page 40: 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

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

Page 41: 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

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

Page 42: 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

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

Page 43: 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

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

Page 44: 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

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

Page 45: 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

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

Page 46: 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

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

Page 47: 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

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 �

Page 48: 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

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 �

Page 49: 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

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

Page 50: 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

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

Page 51: 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

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

Page 52: 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

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

Page 53: 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

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 �

Page 54: 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

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

Page 55: 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

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

Page 56: 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

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

Page 57: 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

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