APPROACH
6" SOLID WHITE EDGE LINE
ROAD
(TYP.)
TAPER
TRAFFIC FLOW DIAGRAM
4" BROKEN YELLOW LINE
INTERSECTION WITH RIGHT TURN TAPER
APPROACH
ROAD
TRAFFIC FLOW DIAGRAM
4" SOLID WHITE
6" SOLID WHITE
LINE
25’
EDGE LINE
ONLY
6" SOLID WHITE EDGE LINE
ARROW & LEGEND MARKINGS
(SEE NOTE 2)
4" BROKEN YELLOW LINE
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
MICHIGAN DEPARTMENT OF TRANSPORTATION
Kirk T. Steudle
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR
Michigan Department of Transportation
PAVEMENT MARKINGS FOR
PREPARED
APPROVED BY:
DIRECTOR, BUREAU OF FIELD SERVICES
BY
NON-SIGNALIZED INTERSECTIONS
DESIGN DIVISION
DRAWN BY:
LMF
CHECKED BY:
JGM
01/20/12
APPROVED BY:
DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT
F.H.W.A. APPROVAL
10/18/11
PLAN DATE
SHEET
PAVE-930-B
1 OF 8
6" SOLID WHITE EDGE
LINE (TYP.)
4" SOLID WHITE LINE
25’
TRAFFIC FLOW DIAGRAM
4" BROKEN YELLOW LINE
APPROACH
ROAD
"T" INTERSECTION WITH PASSING FLARE
4" SOLID WHITE LINE
TRAFFIC FLOW DIAGRAM
75’ MIN.
6" SOLID WHITE
ONLY
EDGE LINE
4" SOLID DOUBLE YELLOW LINE
6" SOLID WHITE EDGE
LINE
ARROW & LEGEND MARKING
(SEE NOTE 2)
4" SOLID DOUBLE
YELLOW LINE
APPROACH
ROAD
"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.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
2 OF 8
APPROACH
ROAD
4" SOLID WHITE LINE
TRAFFIC FLOW DIAGRAM
6" SOLID WHITE EDGE
LINE (TYP.)
25’
4" BROKEN YELLOW LINE
APPROACH
ROAD
FULL INTERSECTION WITH PASSING FLARE
APPROACH
ROAD
4" SOLID WHITE LINE
TRAFFIC FLOW DIAGRAM
75’ MIN.
6" SOLID WHITE
ONLY
EDGE LINE
4" SOLID DOUBLE YELLOW
6" SOLID WHITE
4" SOLID DOUBLE YELLOW LINE
EDGE LINE
ARROW & LEGEND MARKING
(SEE NOTE 2)
APPROACH
ROAD
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.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
3 OF 8
APPROACH
ROAD
4" BROKEN WHITE LANE LINE (TYP.)
TRAFFIC FLOW DIAGRAM
25’
6" SOLID WHITE
4" SOLID DOUBLE YELLOW LINE
EDGE LINE
25’
D/4
D
W4-2R
APPROACH
ROAD
FULL INTERSECTION WITH FAR SIDE LANE DROP
APPROACH
ROAD
TRAFFIC FLOW DIAGRAM
6" SOLID WHITE EDGE
LINE (TYP.)
4" BROKEN YELLOW
ONLY
ONLY
LINE
4" SOLID DOUBLE
75’ MIN.
YELLOW LINE
APPROACH
4" SOLID WHITE LINE
ROAD
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.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
4 OF 8
APPROACH
ROAD
4" SOLID YELLOW
LINE
4" SOLID DOUBLE YELLOW
LINE
TRAFFIC FLOW DIAGRAM
6" SOLID WHITE EDGE
LINE (TYP.)
4" BROKEN YELLOW
LINE (TYP.)
APPROACH
ROAD
4" BROKEN YELLOW LINE
FULL INTERSECTION PARTIAL FLARE WITH DEVELOPED
CENTER LEFT-TURN LANE - CONVENTIONAL MARKINGS
( MINOR CROSS STREET)
APPROACH
ROAD
4" SOLID YELLOW
LINE (TYP.)
4" SOLID DOUBLE YELLOW
LINE (TYP.)
TRAFFIC FLOW DIAGRAM
6" SOLID WHITE LINE
(TYP.)
LEFT TURN ARROW MARKING (OPTIONAL)
4" BROKEN YELLOW
LINE
APPROACH
ROAD
4" BROKEN YELLOW LINE (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.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
5 OF 8
RESIDENTIAL
DRIVEWAYS AND OR
MINOR COMMERCIAL DRIVEWAY
6" SOLID WHITE
EDGE LINE
(OPTIONAL IN CURBED AREAS)
4" SOLID YELLOW
LINE
4" BROKEN YELLOW
LINE
4" BROKEN WHITE
LANE LINE
MAJOR
MINOR STOP
COMMERCIAL DRIVEWAY
CONTROLLED INTERSECTION
STRIPING THROUGH MINOR (STOP CONTROLLED)
INTERSECTIONS AND DRIVEWAYS
6" SOLID WHITE
6" SOLID WHITE
EDGE LINE
EDGE LINE
4" SOLID
(OPTIONAL IN CURBED AREAS)
(OPTIONAL IN CURBED AREAS)
YELLOW LINE
4" SOLID
YELLOW LINE
4" DOUBLE SOLID
4" BROKEN
YELLOW LINE
YELLOW LINE
6" SOLID WHITE
6" SOLID WHITE
EDGE LINE
EDGE LINE
(OPTIONAL IN CURBED AREAS)
4" DOUBLE SOLID
(OPTIONAL IN CURBED AREAS)
4" BROKEN
YELLOW LINE
YELLOW LINE
GAPPING INTERSECTIONS AT
MINOR (STOP CONTROLLED) STREETS
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
6 OF 8
4" BROKEN YELLOW LINE
STOP BAR - OPTIONAL FOR STOP CONTROLLED
(EXACT LOCATION TO BE DETERMINED BY THE
ENGINEER)
STOP BAR DETAIL
(TRUNKLINE TO TRUNKLINE "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.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
7 OF 8
APPROACH
ROAD
STORAGE
25’
T
ONLY
ONLY
ONLY
TRAFFIC FLOW DIAGRAM
ONLY
STORAGE
75’ MIN
4" SOLID WHITE LINE
APPROACH
ROAD
POSTED SPEED
35
75
40
100
45
130
50
180
55
225
RIGHT AND LEFT TURN LANES ON THE SAME APPROACH
Note:
Arrow and legend markings should be installed according to the
layouts shown on PAVE-900, PAVE-935 and PAVE-940, if applicable.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN
01/20/12
F.H.W.A. APPROVAL
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
10/18/11
PLAN DATE
SHEET
PAVE-930-B
8 OF 8