appendix a figures & tables ft. wayne, in, lansing, flint, port huron angola, in, coldwater,...

APPENDIX A

Figures & Tables

Figure 1. Partial Cloverleaf (PARCLO) Exit Ramp, Do Not Enter, and Wrong Way Signing

A-2

Table 1. Major and Minor Reference Hubs for Freeways

ROUTE NO. MAJOR HUB(S) MINOR HUB(S)

I-69 Ft. Wayne, IN, Lansing, Flint, Port Huron

Angola, IN, Coldwater, Marshall, Charlotte, Lapeer, Imlay City

I-75 Toledo, OH, Detroit, Flint, Saginaw, Sault Ste. Marie

Monroe, Pontiac, Bay City, West Branch, Grayling, Gaylord, Mackinaw City, St. Ignace

I-94 Chicago, IL, Detroit, Port Huron

New Buffalo, Benton Harbor, Paw Paw, Kalamazoo, Battle Creek, Marshall, Jackson, Ann Arbor

I-96 Muskegon, Grand Rapids, Lansing, Detroit Howell, Brighton

I-194 Battle Creek ----

I-196 Chicago, IL, Holland, Grand Rapids Benton Harbor

I-275 Toledo, OH, Flint ---- I-475 Flint ---- I-675 Saginaw ----

I-696 Lansing, Port Huron Roseville, St. Clair Shores, Novi, Farmington Hills

US-10 Midland, Bay City, Clare Ludington US-23 Toledo, OH, Flint Ann Arbor, Brighton

US-31 South Bend, IN, Muskegon, Traverse City

Niles, Holland, Grand Haven, Ludington, Manistee, Charlevoix, Petoskey, Mackinac City

US-127 Jackson, Lansing, Clare Bryan, OH, Mason, St. Johns, Ithaca, Mt. Pleasant, Harrison, Grayling

US-131 Grand Rapids, Cadillac Three Rivers, Kalamazoo, Big Rapids, Petoskey

M-6 Holland, Lansing ---- M-14 Ann Arbor, Livonia Detroit M-53 Detroit Imlay City, Bad Axe, Port Austin M-59 Pontiac Utica, Mt. Clemens, Howell

A-3

Table 2. Major and Minor Reference Hubs for Non-Freeways


US-2 Ironwood, Escanaba, St. Ignace Iron Mountain, Manistique

US-12 New Buffalo, Detroit Niles, Sturgis, Coldwater, Ypsilanti

US-23 Standish, Alpena, Mackinaw City Tawas City, Rogers City, Cheboygan

US-24 Toledo, OH Monroe, Pontiac

US-41 Menominee, Escanaba, Marquette

Baraga, Houghton, Copper Harbor

M-15 Bay City Clarkston, Davison M-18 Beaverton US-10, Gladwin, Roscommon

M-19 ---- New Haven, Yale, Sandusky, Bad Axe

M-20 ---- US-31, White Cloud, Big Rapids, Mt. Pleasant, Midland

M-21 Grand Rapids, Flint, St. Johns, Ionia Owosso

M-24 Pontiac Lapeer, Caro M-25 Port Huron, Bay City Port Austin

M-28 Ironwood, Marquette, Sault Ste. Marie Munising, Newberry

M-30 ---- US-10, M-61, West Branch M-32 Charlevoix, Alpena East Jordan, Gaylord

M-33 ---- I-75, Rose City, Moi, Atlanta, Onaway, Cheboygan

M-35 Menominee, Escanaba, Marquette ----

M-37 Battle Creek, Grand Rapids, Traverse City

Hastings, Newaygo, White Cloud, Baldwin

M-43 Kalamazoo, Lansing South Haven, Hastings, I-96 M-45 Allendale ---- M-46 Saginaw (Off US-131) ---- M-48 ---- Rudyard, Pickford M-50 Grand Rapids Charlotte, Jackson, Monroe M-52 Saginaw Adrian, I-96, Owosso

M-55 ---- Manistee, Cadillac, West Branch, Tawas City

A-4


M-57 ---- US-131, Greenville, Chesaning M-60 ---- Niles, Three Rivers, Jackson M-61 ---- M-115, Harrison, Standish M-65 ---- US-23, M-32, Rogers City M-66 Battle Creek Sturgis, Ionia, US-10, Charlevoix M-72 Traverse City Grayling, Harrisville M-77 ---- Grand Marais, Seney, Germfask M-79 ---- Hastings, Charlotte M-80 ---- Kincheloe M-94 ---- Manstique, Munising, US-41

M-117 ---- Engadine M-123 Newberry Moran, Paradise, Trout Lake M-129 Sault Ste. Marie Cedarville M-134 ---- Detour Village, Cedarville M-185 ---- Mackinac Island M-221 ---- Brimley

A-5

Figure 2. Typical Interchange Crossroad Signing for Major One Lane Approach

A-6

Figure 3. Typical Interchange Crossroad Signing for Major Multi-Lane Approach

* Place in median if median width and field conditions allow; Otherwise, place on right

side of roadway.

A-7

Figure 4. Typical Interchange Crossroad Signing for Major Multi-Lane Partial Cloverleaf (PARCLO)

Approach

A-8

Figure 5. Typical Interchange Crossroad Signing for Major Multi-Lane Cloverleaf Approach

A-9

Retroreflective Sign Sheeting Material Guidelines

Table 3. Sign Type and Corresponding Material Type

SIGN CATEGORY MATERIAL TYPE Yellow Warning Signs W Series (Non-School Related), E13-1, E13-2, E11-1, OM-1, OM-2, and OM-3

ASTM Type IX Fluorescent Yellow

School Signs S1-1, S4-3, S4-5, S4-5a, and S5-1 W16-7P, W16-9P, W16-2P, and W16-2aP when used in conjunction with school signs

ASTM Type IX Fluorescent Yellow-Green

Freeway Guide Signs (Includes M8 Series) White Legends, Borders, and Arrows Background

ASTM Type XI White ASTM Type IV Green, Brown, or Blue

Non-Freeway Guide Signs ASTM Type IV

Regulatory Signs ASTM Type IV

Route Markers ASTM Type IX

A-10

Sign Panel and Sign Face Guide

Table 4. Sign Panel Type and Corresponding Material Type

SIGN PANEL TYPE MATERIAL TYPE

I Aluminum Extruded Sections

II Plywood

III Aluminum Sheet ( 0.080”)

IV Aluminum Sheet Overlay ( 0.040”)

V Aluminum Sheet ( 0.125”)

Table 5. Sign Face Type and Corresponding Reflectivity

SIGN FACE TYPE BACKGROUND LEGEND

A Reflectorized Reflectorized

B Reflectorized Non-Reflectorized

C Non-Reflectorized Reflectorized

NOTE:

Signs 36 inches x 36 inches or smaller shall be nominal 0.080 inch aluminum sheet (Type III). Signs 48 inches x 24 inches in size may be plywood (Type II). Signs larger than 36 inches x 36 inches and up to and including 120 inches x 48 inches shall be plywood (Type II). Signs wider than 120 inches or higher than 48 inches shall be aluminum extrusion (Type I) sign panels. All 48 inches x 48 inches signs shall be nominal 0.125 inch aluminum sheet (Type V). For sign overlays, use nominal 0.040 inch aluminum sheet (Type IV). Rounding of corners is not required for plywood (Type II) or aluminum extrusion (Type I) signs panels. Flexible roll-up signs may be used in accordance to the Standard Specifications for Construction.

A-11

Table 6. Freeway Clearview Letter Sizes

1. Advance Guide and Exit Direction (White legend on Green background) Freeway Expressway

16"/12" 5-W 13.33"/10" 5-W

2. Supplemental Navigational (White legend on Green background) Freeway

13.33"/10" 5-W

3. Emergency Service (White legend on Blue background) Hospital

• Ramp Service Signs (E11-15) • Advance Service Signs (D9-18)

Law Enforcement • Ramp Service Signs (E11-15) • Advance Police-Sheriff Signs (E11-2)

5" 2-W 10” 3-W and/or 24” Symbol 5” 2-W 8”/6” 5-W

4. Motorist Services (White legend on Blue background) Gas, Food, Lodging Camping

• Ramp Service Signs (E11-15) • Advance Service Signs (D9-18)

5” 2-W 10" 3-W and/or 24" Symbol

5. Public Transportation (White legend on Green background) Airports

• Ramp Service Signs (E11-15) • Advance Airport Signs (E3-1 (1.4)) • Advance Int’l Airport Signs (E3-1 (1.6))

Train and Bus Stations • Ramp Service Signs (E11-15) • Advance Train-Bus Signs (E3-1 (1.5))

5” 2-W 8"/6” 5-W 13.33”/10” 5-W 5” 2-W 8"/6" 5-W

6. Traffic Generator Universities and Colleges (E3-1 (1.8), Wh/Gr) Parks and Recreational Areas (E3-1, Wh/Br) Arenas, Fairgrounds, Stadiums (E3-1 (1.7), Wh/Gr)

8"/6" 5-W 8"/6" 5-W 8"/6" 5-W

7. General Information (White legend on Green background) County, City, Township Boundary (E11-5, E11-6) Rivers and Lakes (E11-7, E11-8) Street Name (E11-3)

8"/6" 5-W 8"/6" 5-W 8"/6" 5-W

A-12

Table 7. Non-Freeway Clearview Letter Sizes

1. Navigational Guide Signs (White legend on Green background) 55 mph to 40 mph, posted 35 mph or less, posted

7" 3-W 5" 3-W

2. Emergency Service (White legend on Blue background) Hospital Law Enforcement (I10-2, I10-3, I10-4)

Symbol 5" 2-W

3. Motorist Services (White legend on Blue background) Gas, Food, Lodging Camping

Symbol

4. Public Transportation (White legend on Green background) Airports (I12-1, I12-2, I12-3) Train and Bus Stations (I12-1, I12-2, I12-3)

5” 2-W or Symbol 5" 2-W or Symbol

5. Traffic Generator Universities and Colleges (I12-1, I12-2, I12-3) Parks and Recreational Areas

• 55 mph to 40 mph, posted (D7-1, D7-2) • 35 mph or less, posted (D7-1)

Arenas, Fairgrounds, Stadiums(I12-1, -2, -3)

5" 2-W

6" 3-W or Symbol 4” 3-W or Symbol 5" 2-W

6. General Information (White legend on Green background) County and Township Boundary (I2-2) City and Village Boundary (I2-3) Rivers and Lakes (I13-1, I13-2) Street Name (D3-2)

• 55 mph to 40 mph, posted • 35 mph or less, posted

4" 2-W 7" 3-W 4" 2-W

7" 3-W 5” 3-W

Deviation from these freeway standard letter sizes may be required. Refer to the Michigan Standard Highway Signs book for the appropriate layout letter size for guide signs. Below is the Clearview font conversion from the SHS Standard Alphabet: SHS Standard Alphabet Clearview "W" series Series B Clearview 1-W Series C Clearview 2-W Series D Clearview 3-W Series E Clearview 4-W Series E-Modified Clearview 5-W and Clearview 5-W-R * Series F Clearview 6-W * Clearview 5-W-R has tighter letter space than 5-W and is designed for replacement

of overhead guide signs when the 5-W legend is too wide for the specific application.

A-13

Process for Invoicing and Reimbursement

This process allows the Department to invoice and receive payment for a sign installation from an outside party. Signs covered under the following must be unplanned sign installations. They must be in the same fiscal year, they cannot carry over. 1. Prepare the estimate for fabrication and installation (all costs, including fringes, shipping, etc.). Do not fabricate or install the sign at this point. Also, do not accept payment from the outside party. 2. Send to Region financial analyst. They will work with Finance to create an invoice. Financial analyst, please refer to Guidance Document 10153. A memo with a completed TWA form (form 1515) is sufficient. Finance will invoice the party requesting the sign. 3. When the payment is received by Finance they will add the money to the coding that you provided them with on the TWA form (probably region maintenance coding). 4. Once you are contacted by Region Finance, you may fabricate and install the sign and charge to the same coding that was originally submitted. Do not fabricate or install before the funds are added to the designated account.

A-14

Bridge Sign C

onnection Cheat Sheet

Pay ItemD

escriptionStandard

Width

Height

Angle

# of Colum

nsC

omm

entsC

onnection Surface81000208100031

Bridge S

ign Connection, C

onc, Type A1

800-A6 - 12

0 - 2.50 - 40

n/aD

eck Fascia8100032

Bridge S

ign Connection, C

onc, Type A2

800-A6 - 12

0 - 2.50 - 40

n/aT-B

eams or C

onc Barriers

8100033B

ridge Sign C

onnection, Conc, Type C

810-A0 - 22

0 - 200 - 40

2 Colum

nsP

restressed Conc I-beam

8100034B

ridge Sign C

onnection, Conc, Type D

810-A0 - 40

0 - 200 - 40

3 Colum

nsP


8100035B

ridge Sign C

onnection, Conc, Type E

810-A0 - 40

0 - 200 - 40

4 Colum

nsP


8100037B

ridge Sign C

onnection, Conc, Type K

850-A0 - 22

0 - 200 - 40

2 Colum

nsA

rea<190C

onc T-beam8100038

Bridge S

ign Connection, C

onc, Type L850-A

0 - 400 - 20

0 - 403 C

olumns

Area<300

Conc T-beam

8100039B

ridge Sign C

onnection, Conc, Type M

850-A0 - 40

0 - 200 - 40

4 Colum

nsA

rea<370C

onc T-beam8100040

Bridge S

ign Connection, C

onc, Type O870-A

0 - 220 - 10

0 - 402 C

olumns

Area<200

Prestressed I-beam

8100041B

ridge Sign C

onnection, Conc, Type P

870-A0 - 40

0 - 100 - 40

3 Colum

nsA

rea<300P

restressed I-beam8100042

Bridge S

ign Connection, C

onc, Type Q870-A

0 - 400 - 10

0 - 404 C

olumns

Area<380

Prestressed I-beam

8100043B

ridge Sign C

onnection, Conc, Type R

880-A0 - 22

0 - 100 - 40

2 Colum

nsA

rea<200side by side box beam

8100044B

ridge Sign C

onnection, Conc, Type S

880-A0 - 40

0 - 100 - 40

3 Colum

nsA


8100045B

ridge Sign C

onnection, Conc, Type T

880-A0 - 40

0 - 100 - 40

4 Colum

nsA


8100046B

ridge Sign C

onnection, Conc, Type U

890-A0 - 22

0 - 100 - 40

2 Colum

nsA

rea<200spead box beam

8100047B

ridge Sign C

onnection, Conc, Type V

890-A0 - 40

0 - 100 - 40

3 Colum

nsA


8100048B

ridge Sign C

onnection, Conc, Type W

890-A0 - 40

0 - 100 - 40

4 Colum

nsA


8100061B

ridge Sign C

onnection, Steel, Type B

800-A6 - 12

0 - 2.50

n/a8100062

Bridge S

ign Connection, S

teel, Type C (old type)

821-A0 - 22

0 - 200

2 Colum

ns4 bolts on top

8100063B

ridge Sign C

onnection, Steel, Type D

(old type)821-A

0 - 400 - 20

03 C

olumns

4 bolts on top8100062

Bridge S

ign Connection, S

teel, Type C (old type)

898-A0 - 22

0 - 200

2 Colum

ns6 bolts on top

8100063B

ridge Sign C

onnection, Steel, Type D

(old type)898-A

0 - 400 - 20

03 C

olumns


Bridge S

ign Connection, S

teel, Type E (old type)

831-A0 - 22

0 - 205 - 40

2 Colum

ns4 bolts on top

8100065B

ridge Sign C

onnection, Steel, Type F (old type)

831-A0 - 40

0 - 205 - 40

3 Colum

ns4 bolts on top

8100064B

ridge Sign C

onnection, Steel, Type E

(old type)899-A

0 - 220 - 20

5 - 402 C

olumns


Bridge S

ign Connection, S

teel, Type F (old type)899-A

0 - 400 - 20

5 - 403 C

olumns

6 bolts on top12S

P810(H

)B

ridge Sign C

onnection, Steel, M

odified, Type F820-A

0 - 220 - 20

0 - 402 C

olumns

New

Type FW

eb less then 36"8100326

Bridge S

ign Connection, S

teel, Type G820-A

0 - 400 - 20

0 - 403 C

olumns

Web less then 36"

8100327B

ridge Sign C

onnection, Steel, Type H

830-A0 - 22

0 - 200 - 40

2 Colum

nsW

eb greater then 36"8100328

Bridge S

ign Connection, S

teel, Type I830-A

0 - 400 - 20

0 - 403 C

olumns

Web greater then 36"

8100329B

ridge Sign C

onnection, Steel, Type J

830- A0 - 40

0 - 200 - 40

4 Colum

nsW

eb greater then 36"8100015

n/a8100016

n/a8100017

02 C

olumns

81000180

3 Colum

ns8100019

5 to 402 C

olumns

81000205 to 40

3 Colum

ns4 colum

ns P

ay for with 2 Type C

or Type E R

emovals

Steel w

eb connection

Concrete SurfaceSteel SurfaceRemovals

Bridge S

ign Connection, B

olt Replacem

ent

Bridge S

ign Connection, Type F, R

emB

ridge Sign C

onnection, Type E, R

emB

ridge Sign C

onnection, Type D, R

emB

ridge Sign C

onnection, Type C, R

emB

ridge Sign C

onnection, Type B, R

emB

ridge Sign C

onnection, Type A, R

em

A-15

APPENDIX B

Sign Layouts

Appendix B - Combining Traffic Signs 1. STOP (R1-1) – Street name, ONE-WAY, turn prohibition, ALL WAY, divided highway

crossing, DO NOT ENTER, and CROSS TRAFFIC DOES NOT STOP signs. 2. YIELD (R1-2) – Same as No. 1 except for last listing, R1-2a 3. SPEED LIMIT (R2-1, 2, 4, 4a, 4b) – Parking control signs, S5-2 4. TURN PROHIBITION (R3-1, 2, 3) – Street name, ONE-WAY, STOP, and YIELD signs 5. U-TURN PROHIBITION (R3-4, 18) – Parking control signs 6. LANE-USE CONTROL – Parking control signs only on R3-7s and 8s 7. TWO WAY LEFT TURN ONLY (R3-9a, 9b, and 9c) – Parking control signs only on R3-

9b and 9c. 8. PREFERENTIAL LANE (R3-10, 11, 12, 13, 14, 15) – Parking control signs except for

R3-14 and R3-15 9. DO NOT PASS (R4-1) – Parking control signs 10. PASS WITH CARE (R4-2) – Parking control signs 11. SLOWER TRAFFIC KEEP RIGHT (R4-3) – Parking control signs 12. COMPLETE LEFT TURN WHEN TRAFFIC CLEARS (R3-30) – No U Turn sign 13. TURN RIGHT (LEFT) ONLY (R3-31, 31a) – Street name, ONE-WAY, STOP, and YIELD

signs 14. LEFT TURN LANE (overhead) (R3-32) – None 15. SIGNAL MOVEMENT IDENTIFICATION CASE SIGN (R3-33, 33a, 33b) – None 16. TRUCKS USE RIGHT LANE (R4-5) – Parking control signs 17. TRUCK LANE _ FEET (R4-6) – Parking control signs 18. KEEP RIGHT (LEFT) (R4-7, 7a, 7b, 7c, 8, 8a, 8b, 8c, 9a) – None 19. DO NOT ENTER (R5-1) – WRONG WAY sign

B-2

20. WRONG WAY (R5-1a) – DO NOT ENTER sign 21. SELECTIVE EXCLUSION (R5-2 through R5-16) – Can be combined with most any

guide sign (Exceptions: R5-15 and 16 are special purpose signs for freeways and should not be combined with other signs.)

22. ONE WAY (R6-1, 2) – Street name, turn prohibition, STOP, and YIELD signs 23. DIVIDED HIGHWAY CROSSING (R6-3, 3a) – STOP and YIELD signs 24. PARKING (R7, R8) – Can be combined with most any other sign except for STOP and

YIELD signs, or as otherwise noted in these guidelines. 25. PEDESTRIAN (R9) – Same as No. 24 26. a. TRAFFIC SIGNAL (R10-1, 2, 3, 4) – Can be combined with any other sign near

traffic signal b. TRAFFIC SIGNAL (R10-5, 6, 6a, 6b, 7, 8, 10, 11, 11a, 11b, 12, 13) – None 27. KEEP OFF MEDIAN (R11) – None 28. ROAD CLOSED (R11-2, 3a, 3b, 4) – None 29. WEIGHT LIMIT (R12-1, 2, 3, 4, 5) – Parking control signs 30. WEIGHT LIMIT (R12-8) – Parking control and most any guide sign 31. TRUCK ROUTE (R14-1) – Parking control and most any guide sign 32. TURN & CURVE (W1-1, 1a, 2, 2a, 3, 4, 5, 10, 11, 13, 15) – Parking control signs and

advisory speed (when applicable) 33. LARGE ARROW (W1-6, 7) – Route marker directional assembly 34. CHEVRON (W1-8) – None 35. CROSS ROAD etc. (W2-1, 2, 3, 4, 5, 6) – Yellow road name and parking control signs. 36. STOP, YIELD, SIGNAL AHEAD (W3-1, 2, 3) – Parking control signs 37. MERGE (W4-1, W4-3, W4-5, W4-6) – None

B-3

38. PAVEMENT WIDTH TRANSITION (W9-1, 2) – Parking control signs 39. PAVEMENT WIDTH TRANSITION (W4-2) – Parking control signs 40. ROAD NARROWS (W5-1) – Parking control signs 41. NARROW BRIDGE (W5-2,) – Parking control signs 42. ONE LANE BRIDGE (W5-3) – Parking control signs 43. DIVIDED HIGHWAY (W6-1, 1a, 1b, 2, 2a) – Parking control signs 44. FREEWAY ENDS (Roadside) (W6-4) – None 45. HILL (W7-1, 1a, 1b) – None, except supplemental plaques W7-2, W7-2a, W7-2b, W7-3,

3a, and 3b 46. RUNAWAY TRUCK RAMP - (W7-4, W7-4a) - W7-4d, W7-4e, and W7-4f 47. BUMP-DIP (W8-1, 2) – None, except advisory speed 48. PAVEMENT ENDS (W8-3) – Parking control signs 49. SOFT SHOULDER (W8-4) – None 50. SLIPPERY WHEN WET (W8-5) – None 51. VEHICULAR TRAFFIC SIGNS – Supplemental plaques (W16-1, 2, 2a, 3, 3a, 4, 9p, W7-

3a) 52. NONVEHICULAR SIGNS – Supplemental plaques (W16-2, 2a, 3, 3a, 4, W7-3a) When

used at crossing, shall use W16-7p. 53. DOUBLE ARROW (W12-1) – Object marker 54. CLEARANCE (W12-2, 3, 3a) – Parking control signs except for W12-3 and 3a signs 55. ADVISORY SPEED – Turn, curve, and other selected warning signs 56. ADVISORY EXIT (RAMP) SPEED (W13-2, 2a, 2b, 3, 3a, 3b, 5) – None 57. DEAD END (W14-1, 2) – End of roadway marker or parking control signs when Dead

End signs are used in advance of end of road

B-4

58. NO PASSING ZONE (Pennant) (W14-3) – None (Signs may be placed on the back of this sign for opposite direction traffic if it does not change the pennant shape.)

N/A 60. PLAYGROUND (W15-1) – Parking control signs 61. INTERSTATE ROUTE MARKER (M1-1) – Parking control signs when used as a

confirmatory sign on free access; cardinal direction and route marker arrow, as appropriate

62. OFF-INTERSTATE BUSINESS ROUTE MARKER (M1-2, 3) – Same as No. 61 63. US, COUNTY, MICHIGAN & FOREST ROUTE MARKERS (M1-4, 5, 6, and 7) – Same

as No. 62 64. AUXILIARY PANELS (M-1, 3, 4, 5, 6, and 7) – Combine with route markers as

appropriate 65. DESTINATION and DISTANCE (D1, 2) – Parking control signs (Route markers may also

be integrated with direction signs when placed overhead or at the roadside if space is available for larger sign layouts)

66. STREET NAME (D3-1, 2, 2a) -- D3-1 – STOP and YIELD signs D3-2 – Parking control signs D3-2a – Intersection warning signs 67. PARKING (symbol) (D4-1) – Can be combined with most other signs except for STOP

and YIELD signs, or as otherwise noted in these guidelines. 68. PARK & RIDE (D4-2) – Parking control signs 69. REST AREA and SCENIC AREA (D5, 6) – Can be combined with most any other sign

except STOP and YIELD. On freeway signs – none 70. RECREATIONAL and CULTURAL INTEREST (D7-1, 2) – Same as No. 69 71. WEIGH STATION (D8) – None 72. GENERAL SERVICE and AUXILIARY (D9) – Can be combined with other guide signs if

the amount of legend is not too great 73. MILEPOSTS (D10-1, 2, 3, 4, 5) – None

B-5

74. SNOWMOBILE and AUXILIARY PANELS (D11-2) – Can be combined with other guide signs if the amount of legend is not too great.

75. GENERAL INFORMATION (I2 through I10) – Ordinarily, these signs may be combined

with any other sign except STOP and YIELD, providing the amount of legend does not interfere with a clear understanding of all signs in the same installation. [The River Name (I3-1) sign can often be combined with the Object Marker (OM-3) sign.]

76. FREEWAY – Freeway signs should not be combined except where the signs are

designed to supplement each other. 77. CONSTRUCTION – The combining of signs in construction areas should follow the

same general guidelines as set forth for signs previously described 78. SCHOOL – (S1-1) – For advance warning, shall use W16-2, 2a, or 9p. At crossing shall

use W16-7p. 79. SCHOOL SPEED (R2-1 and S4) – None, except as specified in Part 7 of the MMUTCD 80. R.R. CROSSING (R15-1, 2) – None except as specified in Part 8 and 10 of the

MMUTCD 81. R.R. ADVANCE WARNING (W10-1) – R4-1 (if appropriate), W10-1a (if appropriate),

parking control signs, and W16-10 (if appropriate). 82. DO NOT STOP ON TRACKS (R8-8) – None 83. BICYCLE SIGNS – The same general principles of sign combinations as outlined for

motor vehicle operators can be applied to signing for bicyclists.

B-6

FOR DIVIDED ROADWAY OR ONE-WAY STREET

LEFT-TURN LANE AND DOUBLE RIGHT-TURN LANES

MUSTTURN RIGHT

RIGHT LANE

MUSTTURN RIGHT

RIGHT LANE

MUSTTURN RIGHT

RIGHT LANE

MUSTLEFT LANE

TURN LEFT

ONLY

ONLY

MUSTLEFT LANE

TURN LEFT

MUSTLEFT LANE

TURN LEFT

PANEL

SUPP.

Notes:

1) Diagrams Are Not To Scale.

LANE ENDS AND RIGHT TURN LANE

R3-7R

R3-7R

R3-7R

R3-7L

R3-8R

R3-8R

AS

H

MA

PL

E

CE

DA

R

R3-7L

R3-7L

ONLYOR

R3-8 MODIFIED

LEFT-TURN LANE FOR LEFT TURNS AT MORE THAN ONE INTERSECTION

AT

CEDAR

MTS 09/15/2005

MWB

05/20/2014

LANE-USE CONTROL SIGNS

Sections Of The MMUTCD).

For Lane End Situations (See Appropriate

2) Warning Signs May Also Be Required

FIGURE 1mdot_tsdpag_appendix_d.dgnmdot_tsdpag_appendix_d.dgn

Michigan Department of Transportation

FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-7

MTS 09/15/2005

MWB

CR

OSSI

NGR

AIL

ROAD

R R

DO

NOT

PASS NO

PASSING

ZONE

PASS

CARE

WITH

R R

Minimum

Mini

mu

m

Sign Spacing

Sig

n

Spacin

g

R15-1

W10-1

W14-3

R4-1

R4-2

Zone

Without Sufficie

nt P

assing Dist

ance

Distance "

L" (see table)

Directio

n of

Ap

proach

NO PASSING CONTROL

AT RAILROAD CROSSINGS

250

400

550

750

35 and Below

40-45

50-55

60 and Over

mph ft

Posted Speed Distance "L"

for One Direction Only

Signs and Pavement Markings Shown

NOTES:

FIGURE 2mdot_tsdpag_appendix_d.dgn 05/20/2014mdot_tsdpag_appendix_d.dgn


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-8

MTS 09/15/2005

MWB

HORIZONTAL CURVES

CHEVRON SIGN SPACING ON

Of the Curve in Feet.

S=6 R-50 Where "R" is the Radius

Curve is Found from the Formula

The Approximate Spacing "S" on the

3503,500

325

320

260

250

235

225

220

200

90

80

70

60

40

3,000

2,500

2,000

1,800

1,600

1,400

1,000

800

600

500

300

275

230

100

90°

Notes:

W1-6 (OPTIONAL)

DELINEATORS

*CHEVRONS

STANDARD SIZES

TANGENT

*

95

2,865

1,910

1,435

1,150

820

640

480

385

195

145

300

265

185

165

110

125

125

140

145

165

7°=

9°=

12°=

15°=

30°=

40°=

5°=

4°=

3°=

2°=

CHEVRON ALIGNMENT SIGN (W1-8)

Do Not Attach Chevron Signs to

Existing Target Arrow Signs or

Delineators.

IN FEET

SPACING ON CURVE

IN FEET

RADIUS

ROADWAY DELINEATION

FIGURE 3mdot_tsdpag_appendix_d.dgn

24" X 30" - CONVENTIONAL ROADWAYS

05/20/2014

36" X 48" - FREEWAY MAINLINE

36" X 48" - FREEWAY RAMPS 45-55 MPH

24" X 30" - FREEWAY RAMPS 20-40 MPH

mdot_tsdpag_appendix_d.dgn


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-9

MTS 09/15/2005

MWB

05/20/2014

ADVISORY SPEED SIGNS

FOR FREEWAY RAMPS

RE

ST

AR

EA

W13-4

D5-2a

500 ft (15

0

m)

Typ

Advisory Sign (W13-4) Should be Used to Warn Drivers Entering a Rest Area.

Because of Potential Conflicts Due to Parking Maneuvers and Pedestrian Traffic, the Rest Area

NOTE:

REST AREA

REST

AREA

REST

AREA

MPH

15



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-10

MTS 09/15/2005

MWB

05/20/2014

ADVISORY SPEED SIGNS

FOR FREEWAY RAMPS

96INTERSTATE

(OVERHEAD OR ROADSIDE)

DIAGRAMMATIC

RAMPS WITH LIMITED VISIBILITYADVISORY SPEED SIGN WARRANTS FOR

Is Required to Negotiate the Ramp.

An Extreme Reduction in Speed (of 40 MPH or More below the posted speed limit of the mainline)

Treatments Have Proven to be Ineffective.

The Diagrammatic Sign Should Have Very Limited Use. Use Only When Other Signing

WARRANT:

25

Lansing

30 EXIT MPH

Black on Yellow

OVERHEAD

A Crash Analysis Indicates a History of Rollover or Run-Off-The-Road Crashes

WARRANTS:

EXIT

MPH

Size of Sign Varies with Application

E6 Series


E13-2a (Ramp)

E13-2 (Exit)

Mounted W13-6 or W13-6a

General Note: Overhead Advisory Speed Signs are Considered Supplemental to the Ground



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-11

JPS 09/22/2009

MWB

05/20/2014

DETERMINATION OF

ADVISORY SPEED

ON CURVES

on Curve (Not in Transition Areas)

1. Measure W and H at Several Points

H

V

B

O

A

M

2

M-O in ft

Field Procedure to Determine Rate of Superelevation (e):

Level Line

Width of Road (W)

H2. Calculate e: e =

W

English: f + (0.01) e =

15 R

R = Radius (ft)

V = Velocity (mph

f = Side Friction

e = Superelevation (%)

Where:


2. Measure M-O (From Midpoint of AB)

3. Read R From Table

Field Procedure To Determine The Radius of Curvature (R):

1. Measure 100 ft Cord A-B (Inside Edge of Curve)

5730

2865

1910

1432

1146

955

819

716

637

573

521

477

441

409

382

358

337

318

302

286

273

260

249

239

R in ft



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-12

JPS 09/22/2009

MWB

05/20/2014

DETERMINATION OF

ADVISORY SPEED

ON CURVES


15

RA

DI

US (

FE

ET)

V

V = Speed in MPH

f .32

-2

%

Exhibit 3-15

f = Assumed Side Friction Factor

from 2004 AASHTO page 147

2000

1900

100

200

300

400

500

600

1000

700

800

900

1800

1700

1600

1500

1400

1300

1200

1100

-1.5

%+1.5

%+2

%+4

%

+6

%

+7

%

20

.27

25

.23

55

.13

50

.14

45

.15

40

.16

35

.18

30

.20

60

.12



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

B-13

DFK 11/14/2006

MWB

STOP

STOP

STOP

STOP

R R

W10-1

R1-1

CASE A

R R

R1-1

R1-1

R R

W10-1

R1-1

R R

W10-1

L

D

D

CASE C

CASE B

L

Typicals and Section 8 in the MMUTCD.

3. For Pavement Markings, See the MDOT Pavement Marking

2. For the Distance D, see Section 2C, MMUTCD.

1. For the Distance L, see page 2 of this Note.

Notes:

W10-1

W10-2

W10-2

100 ft

More

Tha

n

mi

n

L

or

100 ft

100 ft

More

Tha

n

100 ft

mi

n

100 ft

Than

Less



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

RAILROAD ADVANCE

WARNING SIGNS

07/14/2014 AJ

B-14

Notes:

Single Left

Directional

Crossover

Traffic Flow Arrow

in length, place one sign at beginning of curve only.

of full width of turn lane and at beginning of curve. If turn lane is less than 100 ft

* If the turn lane is greater than or equal to 100 ft in length, place signs at beginning

Stop or Yield Signs Are Deleted.

When Crossover Is Signalized,

03/20/2014


MWB FIGURE 9

SIGNING FOR DIRECTIONAL CROSSOVERS

MTS



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

M3-3

M1-6

M6-1

SOUTH

WRONG

WAY

WRONG

WAY

WRONG

WAY

WRONG

WAY

WRONG

WAY

STOPYIELD

ONE WAY

MUSTLEFT LANE

TURN LEFT

MUSTLEFT LANE

TURN LEFT

DO NOT

ENTER

ONE WAY

ONE WAY

OR

DIRECTIONAL

SIGN

R6-1 (L)

(Optional)

R3-1 (L)

R1-1 or R1-2

R6-1 (L) R6-1 (L)

R5-1a

DO NOT

ENTER

R5-1

GUIDE

R5-1a

R5-1

R5-1a

R3-7 (L) *

R3-7 (L) *

YIELD

ONE WAY

MUSTLEFT LANE

TURN LEFT

MUSTLEFT LANE

TURN LEFT

DO NOT

ENTER

ONE WAY

ONE WAY

OR

DIRECTIONAL

SIGN

R6-1 (L)

(Optional)

R3-1 (L)

R1-1 or R1-2

R6-1 (L) R6-1 (L)

R5-1a

DO NOT

ENTER

R5-1

GUIDE

R5-1a

R5-1

R5-1a

R3-7 (L) *

R3-7 (L) *

12'

12'

(Optional)

36"

36"

36"

36"x24"

36"

36"x24"

36"x24"

54"x18"

36"

Lincoln St

W EST

E AST

Lincoln St

** Sign shall not exceed 10' in width or 4' in height.

10/6/2014

**

Lincoln St

W EST

E AST

***

D3-2 (1.6)

or more, sign height is 42" with variable width.

***

D3-2 (1.6)

*** If speed is 35 MPH or less, sign height is 30" with variable width. If speed is 40 MPH

(Optional)

B-15

Crossover

Directional

Dual Left

Traffic Flow Arrow






Notes:

MTS 03/20/2014


MWB FIGURE 10




FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

M3-3

M1-6

M6-1

SOUTH

WRONG

WAY

WRONG

WAY

WRONG

WAY

STOPYIELD

ONE WAY

DO NOT

ENTER

ONE WAY

ONE WAY

OR

R5-1

R6-1 (L)

R3-1 (L)

R1-1 or R1-2

R6-1 (L) R6-1 (L)

R5-1a

DO NOT

ENTER

R5-1

DIRECTIONAL

SIGN

GUIDE

ONLY ONLY

ONLY ONLY

R5-1a

R5-1a

R3-8 (L) MOD *

R3-8 (L) MOD *

12'

12'

36"x24"

36"

36"x24"

36"

36"

36"x24"

54"x18"

(Optional)


Lincoln St

36"x24"

36"x24"

10/6/2014

**

Lincoln St

W EST

E AST

***

D3-2 (1.6)

or more, sign height is 42" with variable width.

*** If speed is 35 MPH or less, sign height is 30" with variable width. If speed is 40 MPH

Lincoln St

W EST

E AST

***

D3-2 (1.6)

(Optional)

B-16

WRONG

WAY

WRONG

WAY

a Street

Located Opposite

Directional Crossover

Single Left

STOP

YIELD

ONE WAY

ONE WAY

TURN

RIGHT

ONLY

TURN

RIGHT

ONLY

ONE WAY

ONE WAY

DO NOT

ENTER

MUSTLEFT LANE

TURN LEFT

MUSTLEFT LANE

TURN LEFT

(Optional)

(Optional)

(Optional)

OR

ONE WAY

STOP

R1-1 or R1-2

R6-1 (L) R6-1 (L)

R3-1 (L)

R6-1 (L)

R6-1 (R)

R1-1

R3-31

R5-1

R6-1 (R)

R3-31

R5-1a

DIRECTIONAL

SIGN

GUIDE

R5-1a

R3-7 (L) *

R3-7 (L) *

Traffic Flow Arrow




12'

12'



Notes:

M3-3

M1-6

M6-1

SOUTH

MTS 03/20/2014


MWB

05/20/2014

FIGURE 11




FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

36"

(Optional)

WRONG

WAY

DO NOT

ENTER

R5-1

R5-1a

36"

36"

36"

36"

36"x24"

36"x24"

36"x24"


**

B-17

WRONG

WAY

WRONG

WAY

Dual Left

Directional

Crossover

Located

Opposite

a Street

STOPYIELD

DO NOT

ENTER

OR

R5-1

(Optional)

R3-1 (L)

R1-1 or R1-2

R5-1a

DIRECTIONAL

SIGN

GUIDE

ONLY ONLY

ONLY ONLY

R5-1aSTOP

ONE WAY

ONE WAY

R6-1 (L)

R6-1 (R)

R1-1

R3-8 (L) MOD *

R3-8 (L) MOD *

Traffic Flow Arrow

ONE WAY

ONE WAY

R6-1 (L) & (R)

ONE WAY

ONE WAY




12'

12'

TURN

RIGHT

ONLY

(Optional)

R3-31



Notes:

MTS


MWB FIGURE 12


M3-3

M1-6

M6-1

SOUTH

03/20/2014



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

10/6/2014

** Sign shall not exceed 10' in width and 4' in height.

(Optional)

**

B-18

WRONG

WAY

WRONG

WAY

WRONG

WAY

WRONG

WAY

Median 30 Feet

Bi-Directional Median Crossover

STOPYIELD

ONE WAY

DO NOT

ENTER

ONE WAY

ONE WAY

OR

R5-1

R6-1 (L)

R1-1 or R1-2

R6-1 (L) R6-1 (L)

R5-1a

STOPYIELD

ONE WAY ONE WAY

OR

R1-1 or R1-2

R6-1 (L) R6-1 (L)

R5-1a

DO NOT

ENTER

R5-1

ONE WAY

R6-1 (L)

Median 30 Feet

R5-1a

R5-1a

Traffic Flow Arrow

MTS 08/05/2004


MWB FIGURE 13




FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

54"x18"

54"x18"

36"x24"

36"

36"x24"

36"x24"

36"

36"x24"

10/6/2014

B-19

MTS 08/05/2004


MWB FIGURE 14

SIGNS AT DIVIDED

HIGHWAY INTERSECTIONS

STOP

ONE WAY

ONE WAY

DIVIDED

HIGHWAY

DO NOT

ENTER

WRONG

WAY

DO NOT

ENTER

STOP

ONE WAY

ONE WAY

YIELD

STOP

ONE WAY

ONE WAY

DIVIDED

HIGHWAY

WRONG

WAY

DO NOT

ENTER

STOP

ONE WAY

ONE WAY

YIELDDO NOT

ENTER

WRONG

WAY

WRONG

WAY

WRONG

WAY

WRONG

WAY

R1-1 as an Alternate Location.

Placed Beneath The Near Side

If Used, The R6-3 Sign May be

Note:

*

*

OR

*

*

OR

*

*

R5-1

R3-1

R5-1a

R3-2

R5-1 R6-1 (R)

R1-1 OR R1-2

R6-1 (R)

R6-1 (L)

R6-1 (L)

R1-1R3-1

R5-1

R1-1

R6-1 (R)

R6-1 (L)

R5-1a

R3-2

R5-1

R6-1 (R)

R6-1 (L)

R1-2 R1-1

MEDIAN 30 FT

R5-1a

R5-1aR5-1a

R5-1a

R6-3 (See Note)

R6-3 (See Note)

Direction of Traffic Flow

* Optional Sign



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

36"

36"x24"

36"

36"x24"

36"

36"x24"

36"

36"

36"

36"x24"

36"

36"

36"x24"

36"x24"

10/6/2014

B-20

DIVIDED

HIGHWAY

STOP

ONE WAY

ONE WAY

STOPYIELD

DIVIDED

HIGHWAY

STOP

ONE WAY

ONE WAY

STOPYIELD

R1-1 as an Alternate Location.

Placed Beneath The Near Side

If Used The R6-3 Sign May Be

Notes:

*

OR

*

* *

*

*

R3-1

R1-1 OR R1-2

R3-2

R6-1 (L)

R6-1 (R)

R1-1

R6-3 (SEE NOTE)

OR* *

R1-1 OR R1-2

R1-1

R6-3 (SEE NOTE)

R6-1 (R)

R6-1 (L)

Direction of Traffic FlowMEDIAN 30 FT

required for narrower medians. The Road With Lowest Volume of Traffic Should be Stopped.

Discretion of the Engineer and Based on Engineering Studies. Otherwise nothing is

For Medians less than 30ft, the Use Signs Should be Left to the

* Optional Sign

08/05/2004


MWB FIGURE 15

SIGNS AT DIVIDED

HIGHWAY INTERSECTIONS

MTS



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

36"

36"

10/6/2014

B-21

PUBLIC

PARKING


PARK & RIDE LOT

CARPOOL /

CARPOOL

D4-4b

PUBLIC

PARKING


CARPOOL

D4-4b

D4-4b

(Back to Back) For

Alternate Placement

Place along back of carpool lot (OPTONAL)

MDOT

ADOPT-AN-AREA

I13-1

R5-2

PUBLIC

PARKING


CARPOOL

D4-4

08/05/2004


MWB FIGURE 16

CARPOOL/PARK-AND-RIDE LOTS

MTS



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

CLIC

I CI

D

KT

KT

T

E

OR

AYN& IG

HT

02/20/2015 AJ

150'-300'

150'-300'

B-22

White Line

Single Broken

White Line

Single Broken

Yellow Line

Single Solid

Yellow Line

Single Solid

Yellow Line

Single Broken

Yellow Line

Single Broken

W9-2

W9-2 d

d

d

d

d

LEGEND

Along Added Lane

Repeat as Necessary

DIRECTION OF TRAFFIC

ADVANCE WARNING DISTANCE

(See Section 2C, MMUTCD)

Along Added Lane

Repeat as Necessary

W4-2R

W4-2R

TO PASS

EXCEPT

RIGHT

KEEP

TO PASS

EXCEPT

RIGHT

KEEP

R4-16 *

R4-16 *

XX

LIMIT

SPEED

XX

LIMIT

SPEED

Optional

R2-1

10

0 ft

Optional

Optional

Optional

R2-1

10

0 ft

advance of the passing lanes.

a minimum of 2 miles in

** If used, the D17-1 should be placed

major (paved) crossroads.

is recommended. Locate after

* A 0.5 Mi maximum spacing

10

00 ft

50

0 ft to

to 1000 ft

500 ft

Direction May be Required.

No-Passing Zones for the Single

Under Actual Field Conditions,

Plan Assumes No Sight Restrictions.

Note:

D17-1 **

Optional

LANE

PASSING

NEXT

MILES_

D17-1 **

Optional

LANE

PASSING

NEXT

MILES_

08/05/2004


MWB FIGURE 17

TRAFFIC CONTROL PLAN

FOR PASSING LANES

MTS



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

D17-2

PASSING

LANE

500 FEET

D17-3

PASSING

LANE

EAH AD

OR

W6-5

D17-2

PASSING

LANE

500 FEET

D17-3

PASSING

LANE

EAH AD

D17-3

PASSING

LANE

EAH AD

OR

07/14/2014 AJ

LEFT

ENDSLANE

MERGE

LEFT

ENDSLANE

MERGE

W6-5

B-23

White Line

Single Broken

White Line

Single Broken

Yellow Line

Single Broken

Yellow Line

Single Broken

Yellow Line

Double Solid

W9-2

W9-2

d

d

d

d

d

LEGEND

Along Added Lane

Repeat as Necessary

DIRECTION OF TRAFFIC

ADVANCE WARNING DISTANCE

(See Section 2C, MMUTCD)

Along Added Lane

Repeat as Necessary

W4-2R

W4-2R

TO PASS

EXCEPT

RIGHT

KEEP

TO PASS

EXCEPT

RIGHT

KEEP

PASS

CARE

WITH

R4-2p

PASS

CARE

WITH

R4-2p

R4-16 *

R4-16 *

XX

LIMIT

SPEED

XX

LIMIT

SPEED

Optional

R2-1

Optional

R2-1

10

0 ft

Optional

10

0 ft

Optional

10

00 ft

50

0 ft to

advance of the passing lanes.

a minimum of 2 miles in

** If used, the D17-1 should be placed

major (paved) crossroads.

is recommended. Locate after

* A 0.5 Mi maximum spacing

to 1

00

0 ft

5

00 ft

Direction May be Required.

No-Passing Zones for the Single

Under Actual Field Conditions,

Plan Assumes No Sight Restrictions.

Note:

D17-1 **

Optional

LANE

PASSING

NEXT

MILES_

D17-1 **

Optional

LANE

PASSING

NEXT

MILES_

08/05/2004


MWB FIGURE 18

TRAFFIC CONTROL PLAN

FOR PASSING LANES

MTS



FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

D17-2

PASSING

LANE

500 FEET

D17-3

PASSING

LANE

EAH AD

OR

LEFT

ENDSLANE

MERGE

LEFT

ENDSLANE

MERGE

D17-2

PASSING

LANE

500 FEET

D17-3

PASSING

LANE

EAH AD

OR

07/14/2014 AJ

B-24

8/21/12

FIGURE 19

W/ BYPASS LANE

WEIGH STATIONS

FOR FREEWAY

EXAMPLE SIGNING

BYP

ASS

LA

NE

R1-2 (36")YIELD

I13-1 (24")

W4-1 (48") R

R3-2 (30")

W12-1 (36")

D8-1 (9' x 6')

1

MI

1/

2

MI

WS4A

I13-2 (12" x 6")

WS4B

I13-2 (12" x 6")

Message Sign"OPEN/CLOSED" Changable

MDOT Supplied Sign

W4-1 (36") R

R6-1 (36" X 12") LWAYONE

3/

4

MI

*Electronic Signs InsideWeigh Station Installed

D8-2 (9' x 5')

R13-1a (10' x 4')

NO SCALE

PA

RKIN

G

AR

EA

SC

ALES

FR

EE

WA

Y

(VAR. x 36")35 MPH OR LESSD1-2 (1.1)

CLICK ITOR

TICKET

WEIGH

STATION

STATION

MILE

WEIGH

1

W EIGH

STATION

MA XIM UM

MINIM UM

ALL

NEXT RIGHT

TRUCKS

SPEED

60

TRUCK

W EIGH

STATIO N

RIGHT LANE

D8-3 (7' x 6.5')

W13-3d (4' x 8.5')

R13-2

(4' x 2.5')

FOLLOW

ONE

LENGTH

AT

TRUCK

R2-2a (3' x 4')

NEEDS

INDIVIDUAL STATIONS'

ERECTED PER

STATION WILL BE

SIGNS WITHIN WEIGH

CVST-IS

MUST BE APPROVED BY

3) ALL SIGN CHANGE REQUESTS

CVST-IS

BE REPLACED/INSTALLED BY

WITHIN WEIGH STATION WILL

2) ALL ELECTRONIC SIGNS

"IN KIND"

STATION TO BE REPLACED

1) ALL SIGNS WITHIN WEIGH

by CVST-IS*


MWB


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

BMS

REV.

FFREEWAY

PARKING

10/18/2016

B-25

8/21/12

FIGURE 20

W/OUT BYPASS LANE

WEIGH STATIONS

FOR FREEWAY

EXAMPLE SIGNING

FR

EE

WA

Y

SC

ALES

PA

RKIN

G

AR

EA

I13-1 (24")

W4-1 (48") R

WS4B

I13-2 (12" x 6")

MDOT Supplied Sign

1/

2

MI

3/

4

MI


D8-1 (9' x 6')

1

MI

WS4A

I13-2 (12" x 6")

R3-2 (30")

NO SCALE

D8-2 (9' x 5')

R13-1a (10' x 4')

(VAR. x 36")35 MPH OR LESSD1-2 (1.1)

NO SCALE

CLICK ITOR

TICKET

ALL

NEXT RIGHT

TRUCKS

STATION

MILE

WEIGH

1

WEIGH

STATION

SPEED

60

TRUCK

W EIGH

STATIO N

RIGHT LANE

D8-3 (7' x 6.5')

R2-2a (3' x 4')

R13-2

(4' x 2.5')

FOLLOW

ONE

LENGTH

AT

TRUCK

NEEDS


ERECTED PER

STATION WILL BE

SIGNS WITHIN WEIGH

CVST-IS

MUST BE APPROVED BY


CVST-IS




"IN KIND"



*Electronic Signs InsideWeigh Station Installed

W EIGH

STATION

MA XIM UM

MINIM UM

W13-3d (4' x 8.5')

by CVST-IS*


MWB


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

BMS

REV.

FFREEWAY

PARKING

10/18/2016

B-26

NO SCALE

SC

ALES

PA

RKIN

G

AR

EA

NO

N-

FR

EE

WA

Y

EXIT ONLY

ENTRANCE ONLY

1/

2

MI

1

MI

D8-1 (5' x 4')


D8-3 (4' x 3.5')

1/

2

MI

1

MI

Message Sign"OPEN/CLOSED" Changable D8-1 (5' x 4')

STOPR1-1 (36")

R2-1 (24" x 30")

I13-1 (24")

MDOT Supplied Sign

DO NOT

ENTER

WAY

WRONG

R5-1 (36")

R5-1a (36" x 24")

STATION

MILE

WEIGH

1

WEIGH

STATION

WEIGH

STATION

STATION

MILE

WEIGH

1

CLICK ITOR

TICKET

LIMIT

SPEED

XX

(7.5' x 4')D8-2b

(7.5' x 4')D8-2a

NEEDS


ERECTED PER

STATION WILL BE

SIGNS WITHIN WEIGH

CVST-IS

MUST BE APPROVED BY


CVST-IS




"IN KIND"



W EIGH

STATIO N

RIGHT ½ MILE

W EIGH

STATIO N

LEFT ½ MILE

8/21/12

FIGURE 21

EXAMPLE SIGNING

FOR NON-FREEWAY

WEIGH STATIONS

05/20/2014mdot_tsdpag_appendix_d.dgn

MWB


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

BMS

REV.

B-27

JCT Cluster

ClusterRoute Marker

JCT

NORTH

E ASTWEST

79

7979

Flint

Saginaw

W Branch

79 79

33

33

33

TS

adjusted based on field conditions*Placement of signs may need to be field

250'*

250'*

250'*

250'*JCT M79

(D1 Series)Guide SignDestination

(EX: W3-1, W3-3)(if limited space)Road Name PlaqueSign w/ OptionalOptional Warning

NO SCALE

FIGURE 22 04/14/14

EXAMPLE APPROACH SIGNING

AT JUNCTION OF 2

NON-FREEWAY TRUNKLINES


MWB


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

BMS

REV.

B-28


NO SCALE

FIGURE 23 04/14/14

or W3-3)Sign (EX: W3-1 Optional Warning

33

33

Random St. Random St.TS

Sectionprovided in GuidanceMaximum distanceprovided in Table 1;*Minimum distance

EXAMPLE APPROACH SIGNING

AT INTERSECTION OF

NON-FREEWAY TRUNKLINE AND

OTHER ROADWAY


MWB


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

BMS

REV.

B-29

DistanceCondition A

SpacingNormal Sign

SpacingNormal Sign

(Optional)

W4-2

W9-2

W9-1

MINIMUM ADVANCE PLACEMENT

DISTANCE FOR SIGNING

REQUIRED IN CONDITION A

SCENARIO


NO SCALE

04/14/14


MWB


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

BMS

REV.

LANE ENDS

MERGE

RIGHT

ENDSLANELEFT

FIGURE 24 B-30

PC/PT of Curve

W1 Series

W13-1P

XXM P H. . .

Advisory SpeedDecelerate to Indicatedfor Condition B: provided in Table 1 *Minimum distance

MINIMUM ADVANCE PLACEMENT

DISTANCE FOR CURVE

SIGNING REQUIRED IN CONDITION B:

DECELERATE TO INDICATED ADVISORY SPEED

FIGURE 25 adjusted based on field conditions*Placement of signs may need to be field

NO SCALE


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

BMS 04/14/14


MWB B-31

5 Sft Sign, Type IIIA

13 ft 1-post, Steel, 3 lb

2' BEHIND BACK OF CURB

DETAIL B (24"X30")

3.62.5

612

2.32.5

10.4

3.2

2.22.5

3.9

16.2

1.52.5

6.9

10.2

1.53

2.5

19

1.5

1.5

6.1

2.6 1.52.61.53.6

6

10.4

3.9

6.9

2.5

6.1

2.9

30

24

1.5"

Radius,

0.6"

Bord

er, 0.4" In

dent,

Red on

White;

[DU

MPIN

G]

C; [O

F]

C;

[HO

US

EH

OL

D]

C; [R

EF

US

E]

C;

[PR

OHIBIT

ED]

C;

[P.A.

106 1963]

C;

PR

OHIBIT

ED

REFUSE

P.A.

106

1963

DU

MPIN

G

HO

USEH

OLD

OF

ON

LY

PARKIN

G

BU

S

1.5 SFT Sig

n, Typ

e IIIA

14 Ft Post, Steel, 3 lb

1' BEHIND BACK OF SIDE

WAL

DETAIL A (12"

X 18")

R3-

2 (36")

9

Sft

Sign,

Type IIIB

30

Ft 2-

Post,

Steel, 3 lb

R1-

2 (36")

4

Sft

Sign,

Type IIIA

YIE

LD

14

Ft 1-

Post,

Steel, 3 lb

R7-

8 (1

2"

X 1

8")

RESERVED

PARKIN

G

ONLY

13

Ft 1-

Post,

Steel, 3 lb

1.5

Sft

Sign,

Type IIIA

ACCESSIB

LE

VA

NR7-

8P (1

2"

X 6")

0.5

Sft

Sign,

Type IIIA

R7-

8 (1

2"

X 1

8")

RESERVED

PARKIN

G

ONLY

13

Ft 1-

Post,

Steel, 3 lb

1.5

Sft

Sign,

Type IIIA

R5-

1 (36")

R5-

1a (36"

X 24")

DO

NO

T

EN

TE

R9

Sft

Sign,

Type IIIA

WA

Y

WR

ON

G

6

Sft

Sign,

Type IIIA

2-

Refle

ctive

Panel for

Per

manent

Sign

Su

pport, 3

Fo

ot

ER

EC

T

AT 4'

BO

TT

OM

HEIG

HT

28

Ft 2-

Post,

Steel, 3 lb

3

Sft

Sign,

Type IIIB

WA

YO

NE

R6-

1R (36"

X 1

2")

14

Ft 1-

Post,

Steel, 3 lb

WA

YO

NE

3

Sft

Sign,

Type IIIB

R6-

1L (36"

X 1

2")

14

Ft 1-

Post,

Steel, 3 lb

AR

EA

RES

T

45.5 Sft Sig

n,

Type II

A

40 Ft 2-

Post,

Wood,

6 in

ch by 8 in

ch

D5-2a (7

8"

X 84")

DO

G

RU

N3 Sft Sig

n,

Type IIIA

D5-5c (1

8"

X 24")

14 Ft 1-

Post,

Steel, 3 lb

15 Sft Sig

n,

Type II

B

32 Ft 2-

Post,

Steel, 3 lb

RE

ST

AR

EA

15 MP

H

W13-3c (3

6"

X 60")

0.5 Sft Sig

n,

Type IIIB

I13-2 (1

2"

X 6")

003A

W4-1

R (4

8")

32 Ft 2-

Post,

Steel, 3 lb

16 Sft Sig

n,

Type

VB

30 Ft 2-

Post,

Steel, 3 lb

9 Sft Sig

n,

Type IIIB

CLIC

ICI

D

KT

KT

T

E

OR

AY

N&

IG

HT

003A

0.5 Sft Sig

n,

Type IIIB

I13-2 (1

2"

X 6")

15'

OF

FS

ET

15'

OF

FS

ET

15'

OF

FS

ET

15'

OF

FS

ET

3'

BE

HIN

D

BA

CK

OF

CU

RB

IN

ST

AL

L

SIG

N

TO

A

FINIS

HE

D

HEIG

HT

OF 6'

2'

BE

HIN

D

BA

CK

OF

CU

RB

2'

BE

HIN

D

BA

CK

OF

CU

RB

3'

BE

HIN

D

BA

CK

OF

CU

RB

20'

OF

FS

ET

ER

EC

T

BE

LO

W

E5-

1a

ON

RT

SU

PP

OR

T

15'

OF

FS

ET

MIL

E

AR

EA

R

EST

1

D5-1 (1

0'

X 5')

50 Sft Sig

n,

Type IA

36 Ft 2-

Post,

Wood,

6 in

ch by 8 in

ch

PL

AC

E SIG

N 1

MIL

E IN

AD

VA

NC

E

OF

RES

T

AR

EA

MD

OT S

UPP

LIE

D SIG

N (3

6")

16

Sft

Sign,

Type IIB

R5-

16 (48")

32

Ft 2-

Post,

Steel, 3 lb

CA

R

CA

R

TR

AIL

ER/

TR

UC

K

W

FIGURE 26


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

AKJ 09/14/16


MWB

TYPICAL REST AREA/

WELCOME CENTER SIGNING

B-32

APPENDIX C

Arrow Per Lane

Appendix C SUBJECT: Multi-Lane Exits with an Option Lane PURPOSE: To Promote Uniform Application of Guide Signs at Multi-

Lane Exits COORDINATING UNIT: Traffic Signing Unit INFORMATION: The following is only for multi-lane exits with an option lane. Overhead arrow-per-lane signs are to be used with all major interchanges with other expressways or freeways, high-volume multi-lane highways, principal urban arterials, or major rural routes where the volume of interchanging traffic is heavy or includes many road users unfamiliar with the area. (Cases 1-4) Multiple exit destinations will show both destinations but will not be split by destination until the 0.5 mile location. (Case 5) Do not use an overhead arrow-per-lane guide sign at the gore point if the service life on the truss located at the gore is such that it does not need to be replaced. Use a pull through guide sign and an exit direction guide sign on the existing truss instead. (Case 6) For smaller intermediate or minor interchanges, traditional signing practices should be used. (Cases 7-8) Use exit only plaques for arrow-per-lane signs at the ½ mile location and divergence point. For Freeway splits when no exit number is used, omit the exit only warning plaques completely. The panel I sign design should be used in all cases. Panel II is only to be used when the field conditions do not allow for the panel I sign. (Case 9)

C-2

APPENDIX D

Roundabout Signing Guidelines

Appendix D

SUBJECT: Roundabout Signing Guidelines

PURPOSE: To Promote Uniform Application of Signs at Roundabouts

COORDINATING UNIT: Traffic Signing Unit

INFORMATION: The following describes the signing used at example roundabouts, and provides information about each sign in regards to when and where each sign can be used.

This document was formed using elements from the NCHRP Report 672 Roundabouts: An Informational Guide, the FHWA Roundabout Guide Chapter 7.1, and the 2011 Michigan Manual for Uniform Traffic Control Devices (MMUTCD).

Sizes of these signs shall match the required size per the 2011 MMUTCD and the current version of the Traffic Sign Design, Placement, and Application Guidelines (TSDPAG). Sign supports shall follow the standard sign support details in the TSDPAG. Any roundabout sign shall not combine any elements outside of their classification (i.e.: green and white guide signs shall not contain warning sign elements).

The following paragraphs describe each sign. All referenced figures refer to the figures within this document.

Signs on Roundabout Approaches:

- W2-6 (Circular Intersection Sign) – This sign shall be required to be the first sign on the approach of a roundabout. The sign shall be clustered with the “Roundabout” plaque (W16-17P) and the appropriate advisory speed (W13-1). Figure 1 provides an example for these signs.

o For tear-drop roundabouts, the W2-6 sign shall be replaced with a W6-1 sign, and the W16-17P shall be eliminated.

- A guide sign shall be required to be the second sign on the approach of a roundabout. This sign will give destination information so the driver can decide what turn movement is required. The D1-2d series and the D1-3d series shall be used to provide the driver direction on what direction to turn. Freeway off-ramp applications shall use the D1-5 sign or some variation of it (see Figure 2 for non-freeway examples, see Figure 11 for freeway off-ramp example).

- A regulatory lane-control sign shall be the third sign on the approach of a roundabout if multiple approach lanes continue into the roundabout. If the roundabout has a single lane approach, a lane-control sign shall not be used. Sign details R3-7g and R3-7h are examples of the lane-control signs (see Figure 3).

- Route Marker Clusters – These signs should be used in advance of the roundabout after the W2-6, Guide Sign, and (if any exists) lane control sign (see Figure 4).

D-2

- R4-7 (Keep Right Sign) – This sign shall be placed at the nose of the splitter island on each approach to the roundabout (see Figure 5).

- W3-2 (Yield Ahead Sign) – These signs shall not be used in normal circumstances. The W3-2 shall only be used when the sight distance of the yield sign is severely limited.

- Movement prohibition signs (R3-1, 2, 3, and 4) are prohibited within and approaching roundabouts.

- R2-1 (Yield Sign) – All roundabouts shall be required to have a yield sign placed on both the left and right hand side of the entry into a roundabout (see Figure 6).

- W11-2 (Pedestrian Crossing Signs) – Pedestrian crossing signs are only required on roundabouts with established pedestrian crossings. For all roundabout approaches with pedestrian crossings, the W11-2 shall be placed on the right-hand side of the road, placed just beyond the pedestrian crossing. For roundabouts with multiple approach lanes and pedestrian crossings, a W11-2 shall be placed on both the left-hand side and the right-hand side of the roadway just beyond the pedestrian crossing.

o If used, the W11-2 shall be combined with the diagonal arrow plaque, W16-7P (L or R) (see Figure 7).

Signs within Roundabouts:

- R6-4a, 4b (Roundabout Directional Arrow Sign(s)) – The central island of a roundabout shall have one roundabout directional arrow sign per approach. These signs shall be placed in the central island of the roundabout in target position of the approach lanes and shall be mounted with 4’ bottom height. The R6-4a sign shall be used on single lane roundabouts and the R6-4b shall be used on roundabouts with multi-lane approaches (see Figure 8).

- Street name “exit” signs shall be placed in the splitter island at the exit of a roundabout. These signs shall be one of five options (see Figure 9):

I) Route marker cluster with M6-2 as the arrow II) D1-1d (1.1) – Legend only III) D1-1d (1.2) – Legend only IV) D1-1d (1.3) – Legend and route marker in the same sign

a. *only to be used at roundabouts at junctions* V) Nothing

Signs leaving Roundabouts:

- After exiting a roundabout on a state trunkline highway, a confirmatory route marker cluster shall be erected within 200’ from the edge of circulating traffic.

D-3

o If the roundabout lies at a junction of two state trunklines, typical junction signing shall be followed (Route, Speed, Distance). Speed and distance signs are optional if the roundabout is not at a junction.

- W11-2 (Pedestrian Crossing Sign) – Roundabout exits with an established pedestrian crossing shall have a W11-2 sign placed on the right-hand side of the road just beyond the pedestrian crossing. If there are multiple lanes exiting from the roundabout with an established pedestrian crossing, the W11-2 sign shall be placed on both the left-hand and right-hand side of the road just beyond the pedestrian crossing.

o If used, the W11-2 shall be combined with the diagonal arrow plaque, W16-7P (L or R).

- W4-2R (Lane Ends Sign) - If lanes exiting a roundabout merge, a lane ends sign shall be placed at the beginning of the lane taper (see Figure 10).

o If pedestrian signs are used at the multiple lane exit of the roundabout and sign spacing is insufficient to place a W4-2R, the signs shall be spaced so that the pedestrian signs are placed in the required spot (at the ped x-ing) and the W4-2R will be placed as far back as possible to be seen after the pedestrian sign, or at the start of the lane taper.

Signs on Freeway Off-Ramps:

- All previous signing principles shall be followed for roundabouts at freeway interchanges. The freeway off-ramps shall be treated as a roundabout approach.

- Overhead signing may be used for roundabouts on freeway off-ramps or for locations with special circumstances. Span wires, trusses, and cantilevers may be used.

o All other signing options shall be considered prior to placing signs overhead. Overhead signing shall be avoided if possible.

o Only guide sign information (D1-5) or regulatory lane-control signs (R3-5d Series) (see Figures 11 and 12) may be placed on overhead structures, but they shall not be placed on the same structure.

Signs for Right-Turn Bypass Lanes:

- The roundabout approach shall contain the circular intersection cluster (see Figure 1) and a guide sign (see Figures 2 and 11).

- The regulatory lane-control sign shall be incorporate a normal right turn only arrow while maintaining the appropriate roundabout arrows for the other lane(s). Sign details R3-7g Mod and R3-7h Mod are examples of the lane-control signs (see Figure 13).

- The route marker cluster should be used in advance of the bypass lane after the W2-6, Guide Sign, and lane control sign.

D-4

- W12-1 (Double Arrow Sign) – Shall be placed at the nose of the splitter island splitting the bypass lane from the through lanes (see Figure 14).

- W11-2 (Pedestrian Crossing Sign) – Roundabout bypass lanes with an established pedestrian crossing shall have a W11-2 sign placed on the right-hand side of the road just beyond the pedestrian crossing. If there are multiple bypass lanes exiting from the roundabout with an established pedestrian crossing, the W11-2 sign shall be placed on both the left-hand and right-hand side of the road just beyond the pedestrian crossing.

o If used, the W11-2 shall be combined with the diagonal arrow plaque, W16-7P (L or R).

- W4-1 (Merge Sign) – The merge sign shall be placed at the far end of the splitter island where the bypass lane merges with the exiting lane (see Figure 15).

- W4-2R (Lane Ends Sign) – The lane ends sign shall be placed at the beginning of the lane taper where the bypass lane merges with the exiting lane.

The signs shown in Figures 16 through 20 at the end of this document show the preferred sign layout for the entrance, interior, and exit of a roundabout, roundabouts on freeway off-ramps, and roundabouts with a right-turn bypass lane. The signs in these figures shall be present at all times when signing a roundabout except as designed in the preceding paragraphs. As in any case, engineering judgment can be applied to deviate from these guidelines. Due to the number of signs for roundabouts, proper sign spacing is not achievable. For this reason, sign spacing may be reduced to a minimum of 150’ (for roundabout signing only).

D-5

9 Sft Sign, Type IIIB

W2-6 (36")

32 Ft 2- Post, Steel, 3 lb


W13-1 (24")

M . P. H .

XX

ROUNDABOUT

W16-17P (36" x 18")

4.5 Sft Sign, Type IIIB

Reese

Saginaw

OR

R1-2 (36")



YIELD



R4-7 (24" X 30")

NOTES:

II.

Pedestrian X-ing

Use only if there is an Established

approaches with Pedestrian X-ings

Pedestrian X-ing; Required for multi-lane


I.

I. W16-7P(L) (36" x 18")




W11-2 (36")

II. W16-7P(R) (36" x 18")




W11-2 (36")

LEFT

LANE

RIGHT

LANE

LEFT

LANE

RIGHT

LANE

R3-7hR3-7g

Example Lane Control Signs

III.entering the roundabout

Use only if there are multiple lanes

79

NORTH E AST

23

Example Route Marker Cluster

III.

D1-2d Series D1-3d Series


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

APPENDIX D

BMS 7/16/2012

FIGURE 16:

EXAMPLE SIGNING FOR

ROUNDABOUT APPROACH

%

Bend

Burns

Redm ond

D-6

OR

R6-4b (60"X 24")

R6-4a (48"X 24")

*

*

*

*


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

APPENDIX D

BMS 7/16/2012

FIGURE 17:

EXAMPLE SIGNING FOR

ROUNDABOUT INTERIOR

* NOTE:

1)

79

NORTHwith M6-2R as arrow

Route marker cluster

2) Maple Rd

Margrethe

Blvd

10N ORTH

Lansing

D1-1d (1.1)

3) D1-1d (1.2)

4)D1-1d (1.3)

5) Nothing

options:

exit shall be one of five

The signs at the roundabout

D-7

I.

W16-7P(L) (36" x 18")




W11-2 (36")

II.

W16-7P(R) (36" x 18")




W11-2 (36")

W4-2 (36") R


30 Ft 2- Post, Steel, 3 lbIII.

M3-3 (24"x 12") SOUTH

4 Sft Sign, Type IIIB 79M1-6 (24" X 24")

2 Sft Sign, Type IIIB Sign




R2-1 (24" X 30")LIMIT

SPEED

55

Lake City 35

Cadillac 20

St Louis 20

Reed City 103

Grayling 77

Clare 16

D2-3

D2-2

D2-1

OR

OR

IV.


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

APPENDIX D

BMS 7/16/2012

FIGURE 18:

EXAMPLE SIGNING AT

ROUNDABOUT EXIT

NOTES:

II.

Pedestrian X-ing





I.

III.ends after the roundabout

Only needed if an exit lane

IV.routes

located at a junction of two state

Optional unless the roundabout is

D-8

OR

D1-2d Series

D1-3d Series

OR

D1-5

18

Rd

Mile

ORTH

Romeo

W EST

‰

N53

AST E

59

III.Lane Control Sign

Route Marker Cluster

II.

I.

16 Sft Sign, Type IIB

W2-6 (48")


W13-1 (30")

M . P. H .

XX

ROUNDABOUT

W16-17P (48" x 24")

8 Sft Sign, Type IIB


W16-7P(L) (36" x 18")




W11-2 (36")

W16-7P(R) (36" x 18")




W11-2 (36")

R5-1a (42" X 30")

8.75 Sft Sign, Type IIAWAY

WRONG

2 Ea, Ref Pan for Support, 3 ft


Erect w/ 4’ bottom height

2 Ea, Ref Pan for Support, 3 ft


R5-1a (36" X 24")

WAY

WRONG



R1-2 (36")



YIELD

NOTES:

II.

I.X-ing

Established Pedestrian

Use only if there is an

with Pedestrian X-ings

multi-lane approaches

X-ing; Required for

Established Pedestrian

Use only if there is an


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

APPENDIX D

BMS 7/16/2012

FIGURE 19:

EXAMPLE SIGNING FOR A

ROUNDABOUT AT A FREEWAY

INTERCHANGE


R5-1 (36")



R5-1a (36" X 24")

DO NOT

ENTER

WAY

WRONG


2 Ea Ref Pan for Support, 3 ft

III.

the roundabout

multiple lanes entering

Use only if there are

D-9


FILE:

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV.

APPENDIX D

BMS 7/16/2012

FIGURE 20:

EXAMPLE SIGNING FOR

ROUNDABOUT WITH

RIGHT-TURN BYPASS LANE

Example Lane Control Signs

79

NORTH E AST

23

Example Route Marker Cluster

W16-7P(L) (36" x 18")




W11-2 (36")

W16-7P(R) (36" x 18")




W11-2 (36")

9 Sft Type IIIB Sign

W12-1 (36")

30 Ft 2-Post, Steel, 3 lb

W4-1 (36") R



W4-2 (36") R



I.

II.

NOTES:

Pedestrian X-ing




Use only if there is an Established I.

II.

R3-7g Mod R3-7h Mod

LEFT

LANE

RIGHT

LANE

LEFT

LANE

RIGHT

LANEUse all prior signing for

Roundabout Approach

D-10

appendix a figures & tables ft. wayne, in, lansing, flint, port huron angola, in, coldwater,...

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