APPENDIX A Figures & Tables

Transcription

1 APPENDIX A Figures & Tables

2 Figure 1. Partial Cloverleaf (PARCLO) Exit Ramp, Do Not Enter, and Wrong Way Signing A-2

3 Table 1. Major and Minor Reference Hubs for Freeways ROUTE NO. MAJOR HUB(S) MINOR HUB(S) I-69 I-75 Ft. Wayne, IN, Lansing, Flint, Port Huron Toledo, OH, Detroit, Flint, Saginaw, Sault Ste. Marie I-94 Chicago, IL, Detroit, Port Huron Angola, IN, Coldwater, Marshall, Charlotte, Lapeer, Imlay City Monroe, Pontiac, Bay City, West Branch, Grayling, Gaylord, Mackinaw City, St. Ignace 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 US-127 US-131 South Bend, IN, Muskegon, Traverse City Jackson, Lansing, Clare Grand Rapids, Cadillac Niles, Holland, Grand Haven, Ludington, Manistee, Charlevoix, Petoskey, Mackinac City Bryan, OH, Mason, St. Johns, Ithaca, Mt. Pleasant, Harrison, Grayling 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

4 Table 2. Major and Minor Reference Hubs for Non-Freeways ROUTE NO. MAJOR HUB(S) MINOR HUB(S) 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 New Haven, Yale, Sandusky, Bad Axe M 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 US-10, M-61, West Branch M-32 Charlevoix, Alpena East Jordan, Gaylord M 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 Rudyard, Pickford M-50 Grand Rapids Charlotte, Jackson, Monroe M-52 Saginaw Adrian, I-96, Owosso M Manistee, Cadillac, West Branch, Tawas City A-4

5 ROUTE NO. MAJOR HUB(S) MINOR HUB(S) M US-131, Greenville, Chesaning M Niles, Three Rivers, Jackson M M-115, Harrison, Standish M US-23, M-32, Rogers City M-66 Battle Creek Sturgis, Ionia, US-10, Charlevoix M-72 Traverse City Grayling, Harrisville M Grand Marais, Seney, Germfask M Hastings, Charlotte M Kincheloe M Manstique, Munising, US-41 M Engadine M-123 Newberry Moran, Paradise, Trout Lake M-129 Sault Ste. Marie Cedarville M Detour Village, Cedarville M Mackinac Island M Brimley A-5

6 Figure 2. Typical Interchange Crossroad Signing for Major One Lane Approach A-6

7 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

8 Figure 4. Typical Interchange Crossroad Signing for Major Multi-Lane Partial Cloverleaf (PARCLO) Approach A-8

9 Figure 5. Typical Interchange Crossroad Signing for Major Multi-Lane Cloverleaf Approach A-9

10 Retroreflective Sign Sheeting Material Guidelines Table 3. Sign Type and Corresponding Material Type SIGN CATEGORY Yellow Warning Signs W Series (Non-School Related), E13-1, E13-2, E11-1, OM-1, OM-2, and OM-3 MATERIAL TYPE 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 Non-Freeway Guide Signs Regulatory Signs Route Markers ASTM Type XI White ASTM Type IV Green, Brown, or Blue ASTM Type IV ASTM Type IV ASTM Type IX A-10

11 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 ( ) IV Aluminum Sheet Overlay ( ) V Aluminum Sheet ( ) 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 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 inch aluminum sheet (Type V). For sign overlays, use nominal 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

12 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) 5 2-W Advance Service Signs (D9-18) 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 /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) 8"/6" 5-W Rivers and Lakes (E11-7, E11-8) 8"/6" 5-W Street Name (E11-3) 8"/6" 5-W A-12

13 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

14 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 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

15 Bridge Sign Connection Cheat Sheet Pay Item Description Standard Width Height Angle # of Columns Comments Connection Surface Bridge Sign Connection, Bolt Replacement Bridge Sign Connection, Conc, Type A1 800-A n/a Deck Fascia Bridge Sign Connection, Conc, Type A2 800-A n/a T-Beams or Conc Barriers Bridge Sign Connection, Conc, Type C 810-A Columns Prestressed Conc I-beam Bridge Sign Connection, Conc, Type D 810-A Columns Prestressed Conc I-beam Bridge Sign Connection, Conc, Type E 810-A Columns Prestressed Conc I-beam Bridge Sign Connection, Conc, Type K 850-A Columns Area<190 Conc T-beam Bridge Sign Connection, Conc, Type L 850-A Columns Area<300 Conc T-beam Bridge Sign Connection, Conc, Type M 850-A Columns Area<370 Conc T-beam Bridge Sign Connection, Conc, Type O 870-A Columns Area<200 Prestressed I-beam Bridge Sign Connection, Conc, Type P 870-A Columns Area<300 Prestressed I-beam Bridge Sign Connection, Conc, Type Q 870-A Columns Area<380 Prestressed I-beam Bridge Sign Connection, Conc, Type R 880-A Columns Area<200 side by side box beam Bridge Sign Connection, Conc, Type S 880-A Columns Area<340 side by side box beam Bridge Sign Connection, Conc, Type T 880-A Columns Area<380 side by side box beam Bridge Sign Connection, Conc, Type U 890-A Columns Area<200 spead box beam Bridge Sign Connection, Conc, Type V 890-A Columns Area<300 spead box beam Bridge Sign Connection, Conc, Type W 890-A Columns Area<380 spead box beam Bridge Sign Connection, Steel, Type B 800-A n/a Bridge Sign Connection, Steel, Type C (old type) 821-A Columns 4 bolts on top Bridge Sign Connection, Steel, Type D (old type) 821-A Columns 4 bolts on top Bridge Sign Connection, Steel, Type C (old type) 898-A Columns 6 bolts on top Bridge Sign Connection, Steel, Type D (old type) 898-A Columns 6 bolts on top Bridge Sign Connection, Steel, Type E (old type) 831-A Columns 4 bolts on top Bridge Sign Connection, Steel, Type F (old type) 831-A Columns 4 bolts on top Bridge Sign Connection, Steel, Type E (old type) 899-A Columns 6 bolts on top Bridge Sign Connection, Steel, Type F (old type) 899-A Columns 6 bolts on top 12SP810(H) Bridge Sign Connection, Steel, Modified, Type F 820-A Columns New Type F Web less then 36" Bridge Sign Connection, Steel, Type G 820-A Columns Web less then 36" Bridge Sign Connection, Steel, Type H 830-A Columns Web greater then 36" Bridge Sign Connection, Steel, Type I 830-A Columns Web greater then 36" Bridge Sign Connection, Steel, Type J 830-A Columns Web greater then 36" Bridge Sign Connection, Type A, Rem n/a Bridge Sign Connection, Type B, Rem n/a Steel web connection Bridge Sign Connection, Type C, Rem 0 2 Columns Bridge Sign Connection, Type D, Rem 0 3 Columns Bridge Sign Connection, Type E, Rem 5 to 40 2 Columns Bridge Sign Connection, Type F, Rem to 40 3 Columns 4 columns Pay for with 2 Type C or Type E Removals Removals Steel Surface Concrete Surface A-15

16 APPENDIX B Sign Layouts

17 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, S 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 R 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

18 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 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

19 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

20 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 US, COUNTY, MICHIGAN & FOREST ROUTE MARKERS (M1-4, 5, 6, and 7) Same as No 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 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

21 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

22 RIGHT LANE MUST TURN RIGHT R3-7R ONLY R3-8 MODIFIED OR RIGHT LANE MUST TURN RIGHT R3-7R RIGHT LANE MUST TURN RIGHT R3-7R LANE ENDS AND RIGHT TURN LANE LEFT LANE MUST TURN LEFT R3-7L ONLY R3-8R ONLY R3-8R LEFT LANE MUST TURN LEFT AT CEDAR R3-7L SUPP. PANEL LEFT-TURN LANE AND DOUBLE RIGHT-TURN LANES FOR DIVIDED ROADWAY OR ONE-WAY STREET LEFT LANE MUST TURN LEFT R3-7L ASH MAPLE CEDAR LEFT-TURN LANE FOR LEFT TURNS AT MORE THAN ONE INTERSECTION Notes: 1) Diagrams Are Not To Scale. 2) Warning Signs May Also Be Required For Lane End Situations (See Appropriate Sections Of The MMUTCD). Michigan Department of Transportation LANE-USE CONTROL SIGNS DRAWN BY: MTS 09/15/2005 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 1 REV. 05/20/2014 B-7

23 Zone Without Sufficient Passing Distance PASS Distance "L" (see table) R R Direction of Approach RAIL ROAD CROSSING R15-1 R R W10-1 DO Minimum Sign Spacing WITH R4-2 CARE Minimum Sign Spacing NO PASSING ZONE NOT PASS R4-1 Posted Speed mph 35 and Below Distance "L" ft W and Over 750 NOTES: Signs and Pavement Markings Shown for One Direction Only Michigan Department of Transportation NO PASSING CONTROL AT RAILROAD CROSSINGS DRAWN BY: MTS 09/15/2005 CHECKED BY: MWB PLAN DATE: FIGURE 2 FILE: mdot_tsdpag_appendix_d.dgn REV. 05/20/2014 B-8

24 CHEVRON ALIGNMENT SIGN (W1-8) STANDARD SIZES 24" X 30" - CONVENTIONAL ROADWAYS 24" X 30" - FREEWAY RAMPS MPH 36" X 48" - FREEWAY RAMPS MPH 36" X 48" - FREEWAY MAINLINE * CHEVRONS * DELINEATORS W1-6 (OPTIONAL) 90 CHEVRON SIGN SPACING ON HORIZONTAL CURVES RADIUS SPACING ON CURVE IN FEET IN FEET 2 = 3,500 3,000 2, TANGENT 2,500 2, = 1,910 1,800 1, = 1,435 1, = 1, , = = = = Notes: Do Not Attach Chevron Signs to Existing Target Arrow Signs or Delineators. 30 = 40 = The Approximate Spacing "S" on the Curve is Found from the Formula S=6 R-50 Where "R" is the Radius Of the Curve in Feet. Michigan Department of Transportation DRAWN BY: MTS 09/15/2005 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn ROADWAY DELINEATION FIGURE 3 REV. 05/20/2014 B-9

25 REST AREA REST AREA 500 ft (150 m) Typ REST AREA D5-2a REST AREA 15 MPH W13-4 NOTE: Because of Potential Conflicts Due to Parking Maneuvers and Pedestrian Traffic, the Rest Area Advisory Sign (W13-4) Should be Used to Warn Drivers Entering a Rest Area. Michigan Department of Transportation ADVISORY SPEED SIGNS FOR FREEWAY RAMPS DRAWN BY: MTS 09/15/2005 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 4 REV. 05/20/2014 B-10

26 ADVISORY SPEED SIGN WARRANTS FOR RAMPS WITH LIMITED VISIBILITY General Note: Overhead Advisory Speed Signs are Considered Supplemental to the Ground Mounted W13-6 or W13-6a INTERSTATE 96 E6 Series Lansing EXIT 30MPH OVERHEAD E13-2 (Exit) E13-2a (Ramp) WARRANTS: An Extreme Reduction in Speed (of 40 MPH or More below the posted speed limit of the mainline) Is Required to Negotiate the Ramp. A Crash Analysis Indicates a History of Rollover or Run-Off-The-Road Crashes EXIT 25 MPH Black on Yellow Size of Sign Varies with Application DIAGRAMMATIC (OVERHEAD OR ROADSIDE) WARRANT: The Diagrammatic Sign Should Have Very Limited Use. Use Only When Other Signing Treatments Have Proven to be Ineffective. Michigan Department of Transportation ADVISORY SPEED SIGNS FOR FREEWAY RAMPS DRAWN BY: MTS 09/15/2005 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 5 REV. 05/20/2014 B-11

27 Field Procedure To Determine The Radius of Curvature (R): 1. Measure 100 ft Cord A-B (Inside Edge of Curve) 2. Measure M-O (From Midpoint of AB) 3. Read R From Table A M-O in ft R in ft M O B Field Procedure to Determine Rate of Superelevation (e): 1. Measure W and H at Several Points on Curve (Not in Transition Areas) Level Line 2. Calculate e: e = H W H Width of Road (W) 2 English: f + (0.01) e = V 15 R Where: e = Superelevation (%) f = Side Friction V = Velocity (mph R = Radius (ft) Michigan Department of Transportation DRAWN BY: JPS 09/22/2009 CHECKED BY: MWB PLAN DATE: DETERMINATION OF ADVISORY SPEED ON CURVES FIGURE 6 FILE: mdot_tsdpag_appendix_d.dgn REV. 05/20/2014 B-12

28 % -1.5% +1.5% +2% % 1300 RADIUS (FEET) % +7% V 15 f V = Speed in MPH f = Assumed Side Friction Factor from 2004 AASHTO page 147 Exhibit 3-15 Michigan Department of Transportation DETERMINATION OF ADVISORY SPEED ON CURVES DRAWN BY: JPS 09/22/2009 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 7 REV. 05/20/2014 B-13

29 CASE A CASE B More Than 100 ft L or 100 ft min R R More Than 100 ft 100 ft min R R W10-1 W10-1 STOP R1-1 STOP R1-1 STOP R1-1 R R CASE C W10-1 Less Than D L L 100 ft W10-2 D W10-2 STOP R1-1 R R W10-1 Notes: 1. For the Distance L, see page 2 of this Note. 2. For the Distance D, see Section 2C, MMUTCD. 3. For Pavement Markings, See the MDOT Pavement Marking Typicals and Section 8 in the MMUTCD. Michigan Department of Transportation RAILROAD ADVANCE WARNING SIGNS DRAWN BY: DFK 11/14/2006 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 8 B-14 REV. 07/14/2014 AJ

30 R6-1 (L) R6-1 (L) WRONG 36"x24" WAY ONE WAY ONE WAY R5-1a STOP YIELD OR R5-1 36" R3-1 (L) (Optional) R1-1 or R1-2 12' 36" DO NOT ENTER 12' SOUTH M3-3 WRONG 36"x24" WAY R5-1a ONE WAY R6-1 (L) 54"x18" M1-6 R5-1 M6-1 (Optional) DO NOT 36" ENTER WRONG 36"x24" WAY R5-1a LEFT LANE MUST TURN LEFT R3-7 (L) * 36" LEFT LANE MUST TURN LEFT R3-7 (L) * 36" DIRECTIONAL GUIDE SIGN ** Lincoln St Single Left Directional Crossover W EST W EST Lincoln St Lincoln St EAST EAST D3-2 (1.6) D3-2 (1.6) *** *** (Optional) * If the turn lane is greater than or equal to 100 ft in length, place signs at beginning of full width of turn lane and at beginning of curve. If turn lane is less than 100 ft in length, place one sign at beginning of curve only. ** Sign shall not exceed 10' in width or 4' in height. *** If speed is 35 MPH or less, sign height is 30" with variable width. If speed is 40 MPH or more, sign height is 42" with variable width. Notes: When Crossover Is Signalized, Stop or Yield Signs Are Deleted. Michigan Department of Transportation SIGNING FOR DIRECTIONAL CROSSOVERS Traffic Flow Arrow DRAWN BY: MTS 03/20/2014 CHECKED BY: MWB FIGURE 9 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn REV. 10/6/2014 B-15

31 R6-1 (L) R6-1 (L) WRONG 36"x24" WAY R5-1a ONE WAY STOP ONE WAY YIELD OR R5-1 36" R3-1 (L) R1-1 or R1-2 DO NOT 36" ENTER WRONG 36"x24" WAY R5-1a ONE WAY R6-1 (L) 54"x18" R5-1 12' 12' SOUTH M3-3 DO NOT 36" ENTER M1-6 WRONG WAY R5-1a 36"x24" M6-1 (Optional) ONLY ONLY R3-8 (L) MOD * 36"x24" ONLY ONLY DIRECTIONAL GUIDE SIGN ** R3-8 (L) MOD * 36"x24" Lincoln St Dual Left Directional Crossover W EST Lincoln St EAST D3-2 (1.6) *** (Optional) W EST Lincoln St EAST D3-2 (1.6) *** * If the turn lane is greater than or equal to 100 ft in length, place signs at beginning of full width of turn lane and at beginning of curve. If turn lane is less than 100 ft in length, place one sign at beginning of curve only. ** Sign shall not exceed 10' in width or 4' in height. *** If speed is 35 MPH or less, sign height is 30" with variable width. If speed is 40 MPH or more, sign height is 42" with variable width. Notes: When Crossover Is Signalized, Stop or Yield Signs Are Deleted. Michigan Department of Transportation SIGNING FOR DIRECTIONAL CROSSOVERS Traffic Flow Arrow DRAWN BY: MTS 03/20/2014 CHECKED BY: MWB FIGURE 10 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn REV. 10/6/2014 B-16

32 R6-1 (L) R6-1 (L) WRONG 36"x24" WAY ONE WAY ONE WAY R5-1a R5-1 DO NOT 36" ENTER 36" R3-1 (L) (Optional) STOP OR YIELD R1-1 or R1-2 SOUTH M3-3 36"x24" WRONG WAY R5-1a R6-1 (R) ONE WAY 12' M1-6 TURN RIGHT ONLY 12' M6-1 (Optional) R3-31 (Optional) TURN RIGHT ONLY R3-31 (Optional) R6-1 (R) ONE WAY STOP R1-1 ONE WAY R6-1 (L) 36" R5-1 DO NOT ENTER WRONG WAY R5-1a 36"x24" 36" LEFT LANE MUST TURN LEFT R3-7 (L) * DIRECTIONAL GUIDE SIGN ** Single Left Directional Crossover Located Opposite a Street 36" LEFT LANE MUST TURN LEFT R3-7 (L) * * If the turn lane is greater than or equal to 100 ft in length, place signs at beginning of full width of turn lane and at beginning of curve. If turn lane is less than 100 ft in length, place one sign at beginning of curve only. ** Sign shall not exceed 10' in width or 4' in height. Notes: When Crossover Is Signalized, Stop or Yield Signs Are Deleted. Michigan Department of Transportation SIGNING FOR DIRECTIONAL CROSSOVERS Traffic Flow Arrow DRAWN BY: MTS 03/20/2014 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 11 REV. 05/20/2014 B-17

33 R6-1 (L) & (R) ONE WAY ONE WAY WRONG WAY ONE WAY ONE WAY R5-1a STOP OR YIELD R3-1 (L) (Optional) R1-1 or R1-2 12' 12' SOUTH M3-3 R5-1 M1-6 R6-1 (R) TURN RIGHT ONE WAY ONLY R3-31 (Optional) STOP DO NOT ENTER WRONG WAY R5-1a M6-1 (Optional) R1-1 ONE WAY ONLY ONLY R6-1 (L) R3-8 (L) MOD * DIRECTIONAL GUIDE SIGN ** Dual Left Directional Crossover Located Opposite a Street ONLY ONLY R3-8 (L) MOD * * If the turn lane is greater than or equal to 100 ft in length, place signs at beginning of full width of turn lane and at beginning of curve. If turn lane is less than 100 ft in length, place one sign at beginning of curve only. ** Sign shall not exceed 10' in width and 4' in height. Notes: When Crossover Is Signalized, Stop or Yield Signs Are Deleted. Michigan Department of Transportation SIGNING FOR DIRECTIONAL CROSSOVERS Traffic Flow Arrow DRAWN BY: MTS 03/20/2014 CHECKED BY: MWB FIGURE 12 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn REV.10/6/2014 B-18

34 Median 30 Feet WRONG WAY R5-1a 36"x24" R6-1 (L) R6-1 (L) R5-1 ONE WAY ONE WAY DO NOT 36" ENTER WRONG WAY R5-1a 36"x24" STOP OR YIELD R1-1 or R1-2 R6-1 (L) ONE WAY 54"x18" R5-1 ONE WAY R6-1 (L) 54"x18" R6-1 (L) R6-1 (L) ONE WAY ONE WAY DO NOT 36" ENTER WRONG WAY R5-1a 36"x24" STOP OR YIELD WRONG WAY R5-1a 36"x24" R1-1 or R1-2 Bi-Directional Median Crossover Median 30 Feet Michigan Department of Transportation SIGNING FOR DIRECTIONAL CROSSOVERS Traffic Flow Arrow DRAWN BY: MTS 08/05/2004 CHECKED BY: MWB FIGURE 13 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn REV. 10/6/2014 B-19

35 R5-1 DIVIDED * DO NOT ENTER 36" HIGHWAY R6-3 (See Note) WRONG WAY R5-1a 36"x24" STOP R1-1 ONE WAY ONE WAY R6-1 (R) R6-1 (L) 36" R3-1 * WRONG WAY R5-1a 36"x24" R1-2 R1-1 * YIELD OR STOP R5-1 R5-1 R6-1 (R) ONE WAY ONE WAY R6-1 (L) R3-2 36" DO NOT ENTER 36" DO NOT ENTER 36" ONE WAY R6-1 (L) ONE WAY R6-1 (R) WRONG 36"x24" WAY R5-1a WRONG WAY R5-1a 36"x24" WRONG WAY R5-1a 36"x24" 36" R3-2 * YIELD STOP OR R1-1 OR R1-2 * R5-1 ONE WAY ONE WAY R6-1 (L) R6-1 (R) R3-1 36" DO NOT 36" ENTER WRONG WAY STOP R1-1 R5-1a 36"x24" DIVIDED * Note: If Used, The R6-3 Sign May be Placed Beneath The Near Side R1-1 as an Alternate Location. HIGHWAY R6-3 (See Note) MEDIAN 30 FT * Direction of Traffic Flow Optional Sign Michigan Department of Transportation DRAWN BY: MTS 08/05/2004 CHECKED BY: SIGNS AT DIVIDED HIGHWAY INTERSECTIONS MWB FIGURE 14 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn REV. 10/6/2014 B-20

36 DIVIDED * HIGHWAY R6-3 (SEE NOTE) STOP R1-1 ONE WAY R6-1 (R) * ONE WAY R6-1 (L) R3-1 36" STOP * * OR R1-1 OR R1-2 YIELD STOP * * OR R1-1 OR R1-2 YIELD * ONE WAY R6-1 (L) R3-2 36" ONE WAY STOP R6-1 (R) R1-1 Notes: If Used The R6-3 Sign May Be DIVIDED HIGHWAY R6-3 (SEE NOTE) * Placed Beneath The Near Side R1-1 as an Alternate Location. For Medians less than 30ft, the Use Signs Should be Left to the Discretion of the Engineer and Based on Engineering Studies. Otherwise nothing is required for narrower medians. The Road With Lowest Volume of Traffic Should be Stopped. Direction of Traffic Flow MEDIAN 30 FT * Optional Sign Michigan Department of Transportation SIGNS AT DIVIDED HIGHWAY INTERSECTIONS DRAWN BY: MTS 08/05/2004 CHECKED BY: MWB FIGURE 15 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn REV. 10/6/2014 B-21

37 Michigan Department of Transportation Michigan Department of Transportation Michigan Department of Transportation PUBLIC CARPOOL PARKING D4-4b 150'-300' 150'-300' Alternate Placement (Back to Back) For D4-4b CLIC D AY I KT OR T KT CI & NI GHT E PUBLIC CARPOOL PARKING I13-1 D4-4b PUBLIC CARPOOL PARKING D4-4 CARPOOL / PARK & RIDE LOT R5-2 ADOPT-AN-AREA MDOT Place along back of carpool lot (OPTONAL) Michigan Department of Transportation CARPOOL/PARK-AND-RIDE LOTS DRAWN BY: MTS 08/05/2004 CHECKED BY: MWB FIGURE 16 PLAN DATE: B-22 FILE: mdot_tsdpag_appendix_d.dgn REV. 02/20/2015 AJ

38 NEXT PASSING LANE _ MILES PASSING LANE 500 FEET D17-2 OR PASSING LANE AHE AD D17-3 * A 0.5 Mi maximum spacing is recommended. Locate after major (paved) crossroads. D17-1 ** Optional KEEP RIGHT EXCEPT TO PASS SPEED LIMIT XX R2-1 Optional 500 ft to 1000 ft 100 ft ** If used, the D17-1 should be placed a minimum of 2 miles in advance of the passing lanes. Single Solid Yellow Line Single Broken R4-16 * Yellow Line Repeat as Necessary Along Added Lane LANE ENDS MERGE LEFT Single Broken White Line W6-5 W9-2 d Optional d d d W4-2R LANE ENDS MERGE LEFT W9-2 Optional W4-2R Single Broken White Line KEEP RIGHT EXCEPT TO PASS R4-16 * PASSING W6-5 Single Solid Yellow Line Single Broken Yellow Line 100 ft 500 ft to 1000 ft Repeat as Necessary Along Added Lane SPEED LIMIT XX R2-1 Optional LANE 500 FEET D17-2 OR PASSING LANE AH E AD D17-3 d LEGEND DIRECTION OF TRAFFIC ADVANCE WARNING DISTANCE (See Section 2C, MMUTCD) NEXT PASSING LANE _ MILES D17-1 ** Optional Note: Plan Assumes No Sight Restrictions. Under Actual Field Conditions, No-Passing Zones for the Single Direction May be Required. Michigan Department of Transportation TRAFFIC CONTROL PLAN FOR PASSING LANES DRAWN BY: MTS 08/05/2004 CHECKED BY: MWB FIGURE 17 PLAN DATE: B-23 FILE: mdot_tsdpag_appendix_d.dgn REV. 07/14/2014 AJ

39 * A 0.5 Mi maximum spacing NEXT PASSING LANE _ MILES PASSING LANE 500 FEET D17-2 OR PASSING LANE AHE AD D17-3 is recommended. Locate after major (paved) crossroads. ** If used, the D17-1 should be placed a minimum of 2 miles in D17-1 ** Optional SPEED LIMIT XX R2-1 Optional KEEP RIGHT EXCEPT TO PASS 500 ft to 1000 ft 100 ft Single Broken Yellow Line Double Solid Yellow Line advance of the passing lanes. PASS WITH CARE R4-2p R4-16 * Repeat as Necessary Along Added Lane d d W4-2R LANE ENDS MERGE LEFT LANE ENDS MERGE Single Broken White Line W9-2 Optional LEFT W9-2 Optional d d Single Broken White Line KEEP RIGHT EXCEPT TO PASS R4-16 * Repeat as Necessary W4-2R PASS WITH CARE R4-2p 100 ft 500 ft to 1000 ft SPEED LIMIT XX R2-1 Along Added Lane Optional Single Broken Yellow Line PASSING LANE 500 FEET LEGEND DIRECTION OF TRAFFIC D17-2 OR PASSING LANE AHE AD NEXT PASSING LANE _ MILES d ADVANCE WARNING DISTANCE (See Section 2C, MMUTCD) D17-3 D17-1 ** Optional Note: Plan Assumes No Sight Restrictions. Under Actual Field Conditions, No-Passing Zones for the Single Direction May be Required. Michigan Department of Transportation DRAWN BY: MTS 08/05/2004 CHECKED BY: TRAFFIC CONTROL PLAN FOR PASSING LANES MWB FIGURE 18 PLAN DATE: B-24 FILE: mdot_tsdpag_appendix_d.dgn REV. 07/14/2014 AJ

40 CLICK IT OR TICKET YIELD R3-2 (30") TRUCK R2-2a (3' x 4') SPEED 60 WS4B W4-1 (48") R I13-2 (12" x 6") I13-1 (24") MDOT Supplied Sign ONE WAY R6-1 (36" X 12") L R1-2 (36") W4-1 (36") R FREEWAY PARKING D1-2 (1.1) 35 MPH OR LESS (VAR. x 36") FREEWAY BYPASS LANE SCALES PARKING AREA SIGNS WITHIN WEIGH STATION WILL BE ERECTED PER INDIVIDUAL STATIONS' NEEDS 1) ALL SIGNS WITHIN WEIGH STATION TO BE REPLACED "IN KIND" 2) ALL ELECTRONIC SIGNS WITHIN WEIGH STATION WILL BE REPLACED/INSTALLED BY CVST-IS 3) ALL SIGN CHANGE REQUESTS MUST BE APPROVED BY CVST-IS W12-1 (36") W EIGH STATION MA XIM UM FOLLOW AT ONE TRUCK LENGTH R13-2 (4' x 2.5') MINIM UM 1 MI 3/4 MI 1/2 MI W EIGH STATIO N RIGHT LANE ALL TRUCKS D8-2 (9' x 5') Changable "OPEN/CLOSED" Message Sign WEIGH STATION WS4A D8-3 (7' x 6.5') I13-2 (12" x 6") W13-3d (4' x 8.5') *Electronic Signs Inside Weigh Station Installed by CVST-IS* NO SCALE NEXT RIGHT R13-1a (10' x 4') WEIGH STATION 1 MILE D8-1 (9' x 6') Michigan Department of Transportation DRAWN BY: BMS CHECKED BY: MWB 8/21/12 FILE: mdot_tsdpag_appendix_d.dgn PLAN DATE: EXAMPLE SIGNING FOR FREEWAY WEIGH STATIONS W/ BYPASS LANE FIGURE 19 B-25 REV. 10/18/2016

41 CLICK IT OR TICKET R3-2 (30") W4-1 (48") R I13-2 (12" x 6") WS4B TRUCK SPEED 60 R2-2a (3' x 4') I13-1 (24") MDOT Supplied Sign FREEWAY PARKING D1-2 (1.1) 35 MPH OR LESS (VAR. x 36") FREEWAY SCALES PARKING AREA SIGNS WITHIN WEIGH STATION WILL BE ERECTED PER INDIVIDUAL STATIONS' NEEDS 1) ALL SIGNS WITHIN WEIGH STATION TO BE REPLACED "IN KIND" 2) ALL ELECTRONIC SIGNS WITHIN WEIGH STATION WILL BE REPLACED/INSTALLED BY CVST-IS 3) ALL SIGN CHANGE REQUESTS MUST BE APPROVED BY CVST-IS W EIGH STATION MA XIM UM FOLLOW AT ONE TRUCK LENGTH R13-2 (4' x 2.5') MINIM UM 1 MI 3/4 MI 1/2 MI W EIGH STATIO N RIGHT LANE ALL TRUCKS D8-2 (9' x 5') Changable "OPEN/CLOSED" Message Sign WEIGH STATION WS4A D8-3 (7' x 6.5') I13-2 (12" x 6") W13-3d (4' x 8.5') *Electronic Signs Inside Weigh Station Installed by CVST-IS* NO SCALE NEXT RIGHT R13-1a (10' x 4') WEIGH STATION 1 MILE D8-1 (9' x 6') Michigan Department of Transportation DRAWN BY: BMS CHECKED BY: MWB 8/21/12 FILE: mdot_tsdpag_appendix_d.dgn PLAN DATE: EXAMPLE SIGNING FOR FREEWAY WEIGH STATIONS W/OUT BYPASS LANE FIGURE 20 B-26 REV. 10/18/2016

42 CLICK IT OR TICKET WEIGH STATION 1 MILE D8-1 (5' x 4') W EIGH STATIO N LEFT ½ MILE D8-2b (7.5' x 4') Changable "OPEN/CLOSED" Message Sign STOP R1-1 (36") SPEED LIMIT XX R2-1 (24" x 30") I13-1 (24") MDOT Supplied Sign EXIT ONLY DO NOT R5-1 (36") 1 MI ENTER 1/2 MI NON-FREEWAY SCALES PARKING AREA SIGNS WITHIN WEIGH STATION WILL BE ERECTED PER INDIVIDUAL STATIONS' NEEDS 1) ALL SIGNS WITHIN WEIGH STATION TO BE REPLACED "IN KIND" 2) ALL ELECTRONIC SIGNS WITHIN WEIGH STATION WILL BE REPLACED/INSTALLED BY WRONG WAY R5-1a (36" x 24") CVST-IS 3) ALL SIGN CHANGE REQUESTS MUST BE APPROVED BY CVST-IS ENTRANCE ONLY 1/2 MI STATION 1 MI WEIGH WEIGH STATION W EIGH STATIO N RIGHT ½ MILE D8-2a (7.5' x 4') Changable "OPEN/CLOSED" Message Sign D8-3 (4' x 3.5') NO SCALE WEIGH STATION 1 MILE Michigan Department of Transportation EXAMPLE SIGNING FOR NON-FREEWAY WEIGH STATIONS D8-1 (5' x 4') DRAWN BY: BMS 8/21/12 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 21 REV. 05/20/2014 B-27

43 33 TS '* W Branch Saginaw Flint Destination Guide Sign (D1 Series) 250'* NORTH 33 WEST 79 EAST 79 Route Marker Cluster 250'* 250'* JCT M79 Optional Warning Sign w/ Optional Road Name Plaque (if limited space) (EX: W3-1, W3-3) JCT 79 JCT Cluster 33 NO SCALE Michigan Department of Transportation EXAMPLE APPROACH SIGNING AT JUNCTION OF 2 NON-FREEWAY TRUNKLINES *Placement of signs may need to be field adjusted based on field conditions DRAWN BY: BMS 04/14/14 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 22 REV. B-28

44 33 Random St. TS Random St. *Minimum distance provided in Table 1; Maximum distance provided in Guidance Section Optional Warning Sign (EX: W3-1 or W3-3) 33 NO SCALE Michigan Department of Transportation EXAMPLE APPROACH SIGNING AT INTERSECTION OF NON-FREEWAY TRUNKLINE AND OTHER ROADWAY *Placement of signs may need to be field adjusted based on field conditions DRAWN BY: BMS 04/14/14 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 23 REV. B-29

45 Condition A Distance W4-2 Normal Sign Spacing W9-2 LANE ENDS MERGE RIGHT Normal Sign Spacing W9-1 LEFT LANE ENDS (Optional) NO SCALE Michigan Department of Transportation MINIMUM ADVANCE PLACEMENT DISTANCE FOR SIGNING REQUIRED IN CONDITION A SCENARIO *Placement of signs may need to be field adjusted based on field conditions DRAWN BY: BMS 04/14/14 CHECKED BY: MWB PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 24 B-30 REV.

46 PC/PT of Curve *Minimum distance provided in Table 1 for Condition B: Decelerate to Indicated Advisory Speed W1 Series XX M... P H W13-1P NO SCALE Michigan Department of Transportation MINIMUM ADVANCE PLACEMENT DISTANCE FOR CURVE SIGNING REQUIRED IN CONDITION B: DECELERATE TO INDICATED ADVISORY SPEED *Placement of signs may need to be field adjusted based on field conditions DRAWN BY: BMS 04/14/14 CHECKED BY: MWB FIGURE 25 PLAN DATE: B-31 FILE: mdot_tsdpag_appendix_d.dgn REV.

47 R3-2 (36") 9 Sft Sign, Type IIIB 30 Ft 2-Post, Steel, 3 lb 9 Sft Sign, Type IIIB 30 Ft 2-Post, Steel, 3 lb W4-1R (48") 16 Sft Sign, Type VB 32 Ft 2-Post, Steel, 3 lb YIELD R1-2 (36") 4 Sft Sign, Type IIIA 14 Ft 1-Post, Steel, 3 lb 003A I13-2 (12" X 6") 0.5 Sft Sign, Type IIIB R6-1L (36" X 12") ONE 3 Sft Sign, Type IIIB WAY 14 Ft 1-Post, Steel, 3 lb ONEWAY R6-1R (36" X 12") 3 Sft Sign, Type IIIB 14 Ft 1-Post, Steel, 3 lb BUS PARKING ONLY DOG RUN D5-5c (18" X 24") 3 Sft Sign, Type IIIA 14 Ft 1-Post, Steel, 3 lb RESERVED PARKING ONLY R7-8 (12" X 18") 1.5 Sft Sign, Type IIIA 13 Ft 1-Post, Steel, 3 lb DUMPING OF HOUSEHOLD REFUSE PROHIBITED P.A RESERVED PARKING R7-8 (12" X 18") 1.5 Sft Sign, Type IIIA 13 Ft 1-Post, Steel, 3 lb 1.5" Radius, 0.6" Border, 0.4" Indent, Red on W hite; [DUMPING] C; [OF] C; ONLY [HOUSEHOLD] C; [REFUSE] C; VAN R7-8P (12" X 6") ACCESSIBLE 0.5 Sft Sign, Type IIIA [PROHIBITED] C; [P.A ] C; DETAIL B (24"X30") 5 Sft Sign, Type IIIA 13 ft 1-post, Steel, 3 lb 2' BEHIND BACK OF CURB DO NOT R5-1 (36") ENTER 9 Sft Sign, Type IIIA WRONG WAY R5-1a (36" X 24") 6 Sft Sign, Type IIIA 28 Ft 2-Post, Steel, 3 lb ERECT AT 4' BOTTOM HEIGHT 2- Reflective Panel for Permanent Sign Support, 3 Foot DETAIL A (12"X 18") 1.5 SFT Sign, Type IIIA 14 Ft Post, Steel, 3 lb 1' BEHIND BACK OF SIDEWAL REST A REA 15 M P H W13-3c (36" X 60") 15 Sft Sign, Type IIB 32 Ft 2-Post, Steel, 3 lb REST AREA D5-2a (78" X 84") 45.5 Sft Sign, Type IIA 40 Ft 2-Post, Wood, 6 inch by 8 inch 003A 0.5 Sft Sign, Type IIIB I13-2 (12" X 6") OR KT I CI T KT CLIC E D AY & NI GHT 15' OFFSET MDOT SUPPLIED SIGN (36") 15' OFFSET 15' OFFSET 15' OFFSET 3' BEHIND BACK OF CURB INSTALL SIGN TO A FINISHED HEIGHT OF 6' 2' BEHIND BACK OF CURB 2' BEHIND BACK OF CURB 15' OFFSET CAR CAR / TRAILER TRUCK R5-16 (48") 16 Sft Sign, Type IIB 32 Ft 2-Post, Steel, 3 lb 3' BEHIND BACK OF CURB 20' OFFSET ERECT BELOW E5-1a ON RT SUPPORT REST AREA 1 MILE D5-1 (10' X 5') 50 Sft Sign, Type IA 36 Ft 2-Post, Wood, 6 inch by 8 inch PLACE SIGN 1 MILE IN ADVANCE OF REST AREA W Michigan Department of Transportation TYPICAL REST AREA/ WELCOME CENTER SIGNING DRAWN BY: AKJ CHECKED BY: MWB 09/14/16 PLAN DATE: FILE: mdot_tsdpag_appendix_d.dgn FIGURE 26 REV. B-32

48 APPENDIX C Arrow Per Lane

49 Appendix C SUBJECT: PURPOSE: Multi-Lane Exits with an Option Lane 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

50 C-3

51 C-4

52 C-5

53 C-6

54 C-7

55 C-8

56 C-9

57 C-10

58 C-11

59 APPENDIX D Roundabout Signing Guidelines

60 Appendix D SUBJECT: PURPOSE: COORDINATING UNIT: Roundabout Signing Guidelines To Promote Uniform Application of Signs at Roundabouts 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

61 - 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

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