NO PARKING ZONE, YELLOW CURB (OPTIONAL) Z 8 20 MIN. 8 Z (SEE SHEET 2) 4" WHITE "X" (TYP.),(OPTIONAL) TYPE I NO PARKING ZONE, YELLOW CURB (OPTIONAL) Z 8 20 20 ALL SPACES 22 MIN., 26 MAX. EACH Z TYPE II NO PARKING ZONE, YELLOW CURB (OPTIONAL) Z 20 28" 8 Z 12" EXTENSION (TYP.) ENABLES DRIVERS TO SEE LIMITS OF STALL ALL SPACES 22 MIN. 26 MAX. 20 TYPE III DEPARTMENT DIRECTOR Kirk T. Steudle MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES ON-STREET PARKING ZONE MARKINGS DRAWN BY: CHECKED BY: LMF JGM APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 01/20/12 F.H.W.A. APPROVAL 10/18/11 PLAN DATE PAVE-955-B SHEET 1 OF2

ACCESSIBLE RAMP 4" WHITE 2 MIN. RESERVED PARKING ONLY 2 MIN. R7-8 SIGN (R7-8P FOR VAN ACCESSIBLE) 4" WHITE ACCESSIBLE RAMP SIDEWALK 8 _ 4" WHITE 4" WHITE (TYP.) 22 MIN. 26 MAX. (TYP) OPTIONAL ACCESSIBLE PAVEMENT MARKING SYMBOL (SEE PAVE-956) 4" WHITE "X" (OPTIONAL) ACCESSIBLE MARKINGS INTERSECTION TYPE NO TRAFFIC CONTROL NO CROSSWALK NO TRAFFIC CONTROL WITH CROSSWALK TRAFFIC CONTROL PRESENT "Z"(FT) 15 20 30 SEE SECTION 257.674 OF THE MICHIGAN VEHICLE CODE FOR MORE INFORMATION. NOTES: 1. All parking zone markings shall be 4 inch white. 4 inch blue may supplement the white zone marking for an accessible stall. 2. For mid-block driveway, clearance from parking stall to the curb cut shall be 20 ft minimum. 3. The use of a yellow (or other color) painted curb to denote a no parking zone is optional, and shall only be used to supplement standard signs. 4. On-street parking for state trunk lines through municipalities shall be one of the three types illustrated. 5. Type II on-street parking zone markings shown this sheet, Type I or III may also be used. NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN 01/20/12 F.H.W.A. APPROVAL 10/18/11 PLAN DATE PAVE-955-B SHEET 2 OF2 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.

YIELD YIELD SCHOOL SCHOOL SCHOOL LEGEND (TYP.) W16-9P AHEAD (SEE PAVE-900 SHEET 1) S1-1 4" WHITE BROKEN LINE (TYP.) 4" DOUBLE YELLOW (TYP.) SPECIAL EMPHASIS CROSSWALK 24" WHITE STOP BAR (TYP.) (TO BE LOCATED 40-150 FROM THE SIGNAL HEAD) 6 MIN. S1-1 AHEAD W16-9P SCHOOL SCHOOL MID-BLOCK SIGNALIZED SCHOOL CROSSING W16-9P AHEAD SCHOOL LEGEND (TYP.) (SEE PAVE-900 SHEET 1) SCHOOL SCHOOL SCHOOL LEGEND (TYP.) (SEE PAVE-900 SHEET 1) S1-1 AHEAD R1-5 W16-7P W16-9P SCHOOL S1-1 4" WHITE BROKEN LINE (TYP.) S1-1 6 MIN. 6 MIN. S1-1 W16-7P SPECIAL EMPHASIS CROSSWALK S1-1 SPECIAL EMPHASIS CROSSWALK W16-7P 4" DOUBLE YELLOW (TYP.) R1-5 4" YELLOW BROKEN LINE (TYP.) (SEE NOTE 3, SHEET 2) SCHOOL AHEAD S1-1 W16-9P SCHOOL SCHOOL AHEAD S1-1 W16-9P NON-SIGNALIZED SCHOOL CROSSING NON-SIGNALIZED SCHOOL CROSSING DEPARTMENT DIRECTOR Kirk T. Steudle MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR Michigan Department of Transportation PREPARED BY APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES SCHOOL MARKINGS DESIGN DIVISION DRAWN BY: CHECKED BY: LMF JGM APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 01/20/12 F.H.W.A. APPROVAL 10/18/11 PLAN DATE PAVE-960-B SHEET 1 OF2

SINGLE LANE APPROACH MULTI LANE APPROACH C L C L SCHOOL 9-8" 8 SCHOOL SCHOOL 9-8" 9-8" 8 NOTES: 1. Place 9 ft 8 inch SCHOOL marking for each lane. Omit legend in left turn or exclusive right turn lanes. 2. Pavement marking should not extend over into opposing lane. 3. Pavement lane line markings (passing, no passing zone) per existing markings or as directed by the Engineer. 4. Refer to PAVE-945 for stop bar, crosswalk and yield line marking details. NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN 01/20/12 F.H.W.A. APPROVAL 10/18/11 PLAN DATE PAVE-960-B SHEET 2 OF2 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.

6"SOLID WHITE "Z" "Z" 45^ 12" 6"SOLID WHITE REDUCTION W4-2R (BOTH SIDES) LANE ENDS MERGE LEFT W9-2 (RIGHT SIDE) D D D/4 MERGE MERGE MEDIAN 6" WHITE EDGE LINE ARROW AND MERGE 4" DOUBLE 6" YELLOW EDGE LINE LEGEND (OPTIONAL) SOLID YELLOW TAPER LANE ADDITION 6" WHITE EDGE LINE 4" BROKEN WHITE LINE D = ADVANCE WARNING DISTANCE (REFER TO TABLE 2C-4 OF MMUTCD FOR D VALUES) FOR "Y" VALUES SEE PAVE-945 SHEET 1 12" SOLID YELLOW 45^ PAVEMENT WIDTH REDUCTION CROSS-HATCH SPACING DOUBLE 4" SOLID YELLOW (TYP.) SEPARATOR "Y" POSTED SPEED LIMIT (MPH) 25 OR LESS 3O 35 4O 45 5O 55 "Z" (FT) 10 20 20 40 40 60 60 DEPARTMENT DIRECTOR Kirk T. Steudle MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR Michigan Department of Transportation 2-LANE TO 4- LANE PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES TRANSITION PAVEMENT MARKINGS DRAWN BY: CHECKED BY: LMF JGM APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 01/20/12 F.H.W.A. APPROVAL 10/18/11 PLAN DATE PAVE-970-B SHEET 1 OF1