INTERSECTION WITH RIGHT TURN TAPER
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1 (TYP.) TAPER 4" BROKEN INTERSECTION WITH RIGHT TURN TAPER 4" SOLID WHITE 4" BROKEN ARROW & LEGEND MARKINGS (SEE NOTE 2) INTERSECTION WITH RIGHT TURN LANE Notes: 1. Paint intersection tapers greater than 50 ft in length. 2. Arrow and legend markings should be installed according to PAVE-900, PAVE-935 and PAVE-94O, if applicable. DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES PAVEMENT MARKINGS FOR NON-SIGNALIZED INTERSECTIONS DRAWN BY: CHECKED BY: LMF JGM APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 OF 8
2 4" SOLID WHITE EDGE (TYP.) 4" BROKEN "T" INTERSECTION WITH PASSING FLARE 4" SOLID WHITE 75 MIN. EDGE 4" SOLID DOUBLE ARROW & LEGEND MARKING (SEE NOTE 2) 4" SOLID DOUBLE "T" INTERSECTION WITH MANDATORY LEFT TURN LANE Notes: 1. Paint intersection tapers greater than 50 ft in length. 2. Arrow and legend markings should be installed according to PAVE-900, PAVE-935 and PAVE-940, if applicable. 2 OF 8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
3 4" SOLID WHITE EDGE (TYP.) 4" BROKEN FULL INTERSECTION WITH PASSING FLARE 4" SOLID WHITE 75 MIN. 4" SOLID DOUBLE YELLOW 4" SOLID DOUBLE ARROW & LEGEND MARKING (SEE NOTE 2) FULL INTERSECTION WITH MANDATORY LEFT TURN LANE Notes: 1. Paint intersection tapers greater than 50 ft in length. 2. Arrow and legend markings should be installed according to PAVE-900, PAVE-935 and PAVE-940, if applicable. 3 OF8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
4 4" BROKEN WHITE LANE (TYP.) 4" SOLID DOUBLE D/4 D W4-2R FULL INTERSECTION WITH FAR SIDE LANE DROP EDGE (TYP.) 4" BROKEN YELLOW 4" SOLID DOUBLE 75 MIN. 4" SOLID WHITE ARROW & LEGENDS MARKINGS (SEE NOTE 1) FULL INTERSECTION WITH PARTIAL FLARE WITH DEVELOPED CENTER LEFT-TURN LANE (MAJOR CROSS STREET) NOTE: 1. Arrow and legend markings should be installed according to PAVE-900, PAVE-935 and PAVE-940, if applicable. 4 OF8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
5 4" SOLID YELLOW 4" SOLID DOUBLE YELLOW EDGE (TYP.) 4" BROKEN YELLOW (TYP.) 4" BROKEN FULL INTERSECTION PARTIAL FLARE WITH DEVELOPED CENTER LEFT-TURN LANE - CONVENTIONAL MARKINGS ( MINOR CROSS STREET) 4" SOLID YELLOW (TYP.) 4" SOLID DOUBLE YELLOW (TYP.) (TYP.) LEFT TURN ARROW MARKING (OPTIONAL) 4" BROKEN YELLOW 4" BROKEN (TYP.) FULL INTERSECTION PARTIAL FLARE WITH DEVELOPED CENTER LEFT-TURN LANE - ALTERNATE MARKING ( MINOR CROSS STREET) NOTE: Arrow and legend markings should be installed according to PAVE-900, PAVE-935 and PAVE-940, if applicable. 5 OF 8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
6 RESIDENTIAL DRIVEWAYS AND OR MINOR COMMERCIAL DRIVEWAY 4" SOLID YELLOW 4" BROKEN YELLOW 4" BROKEN WHITE LANE MAJOR COMMERCIAL DRIVEWAY MINOR STOP CONTROLLED INTERSECTION STRIPING THROUGH MINOR (STOP CONTROLLED) INTERSECTIONS AND DRIVEWAYS 4" SOLID 4" SOLID 4" DOUBLE SOLID 4" BROKEN 4" DOUBLE SOLID 4" BROKEN GAPPING INTERSECTIONS AT MINOR (STOP CONTROLLED) STREETS 6 OF8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
7 4" BROKEN STOP BAR - OPTIONAL FOR STOP CONTROLLED (EXACT LOCATION TO BE DETERMINED BY THE ENGINEER) STOP BAR DETAIL (TRUNK TO TRUNK "T" INTERSECTION) Notes: 1. The width of stop bars shall be 24 in. 2. Stop bars should be placed between 4 ft and 30 ft from the nearest edge of the intersecting roadway. 3. To minimize vehicle exposure time, stop bars should be located as near the intersecting roadway as practical. 7 OF 8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
8 STORAGE T STORAGE 75 MIN 4" SOLID WHITE POSTED SPEED RIGHT AND LEFT TURN LANES ON THE SAME Note: Arrow and legend markings should be installed according to the layouts shown on PAVE-900, PAVE-935 and PAVE-940, if applicable. 8 OF 8 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
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
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