PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
3. See PAVE-920-Series sheet 1.
Paint intersection tapers greater than 50 ft in length.
2.
This marking treatment for right turn tapers is also applicable at full intersections.
1.
NOTES:
USED ON MAINLINE EVERY 100’
RIGHT TURN TAPERS AT "T" INTERSECTIONS WITH RAISED PAVEMENT MARKERS
4" BROKEN YELLOW LINE (TYP.)
LINES (TYP.)
6" SOLID WHITE
TAPER (TYP.)
TRAFFIC FLOW DIAGRAM
BI-DIRECTIONAL AMBER RPM
APPROACH ROAD
File:
NOT TO SCALE
03/15/07
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR
Michigan Department of Transportation
ENGINEER OF DELIVERY
PREPARED BY
FOR INTERSECTIONS WITH
RAISED PAVEMENT MARKERS
TRAFFIC AND SAFETY
ENGINEER OF DEVELOPMENT
DRAWN BY: ST
CHECKED BY: JGM
7/10/07
FHWA APPROVAL DATE
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
SHEET
PAVE-931-A
1 of 9
MICHIGAN DEPARTMENT OF TRANSPORTATION
NOT TO SCALE
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
4" BROKEN YELLOW
LINE (TYP.)
4" SOLID WHITE LINE
USED ON MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM
6" SOLID WHITE LINES (TYP.)
PAVE-931-A
NOTE:
Paint intersection tapers greater than 50 ft in length.
PASSING FLARES AT "T" INTERSECTIONS WITH RAISED PAVEMENT MARKERS
DETAIL A, SHEET 6 OF 6)
TAPER (SEE PAVE-93O-SERIES
MONO DIRECTIONAL CRYSTAL RPM USED FOR TURN LANE EVERY 50’
TRAFFIC FLOW DIAGRAM
APPROACH ROAD
File:
FHWA APPROVAL DATE
7/10/07
2 of 9
SHEET
MICHIGAN DEPARTMENT OF TRANSPORTATION
NOT TO SCALE
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
PAVE-931-A
4" BROKEN YELLOW LINE (TYP.)
4" SOLID WHITE LINE
6" SOLID WHITE LINES (TYP.)
MONO DIRECTIONAL CRYSTAL RPM USED EVERY 50’
NOTE:
Paint intersection tapers greater than 50 ft in length.
PASSING FLARES AT FULL INTERSECTIONS WITH RAISED PAVEMENT MARKERS
USED ON MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM
DETAIL A, SHEET 6 OF 6)
TAPER (SEE PAVE-93O-SERIES
TRAFFIC FLOW DIAGRAM
APPROACH ROAD
APPROACH ROAD
File:
FHWA APPROVAL DATE
7/10/07
3 of 9
SHEET
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
FHWA APPROVAL DATE
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
PAVE-931-A
W4-2R
USED ON MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM
SHEET 6 OF 6 DETAIL A)
TAPER (SEE PAVE-93O-SERIES
6" SOLID WHITE LINES (TYP.)
4" SOLID DOUBLE YELLOW LINES
MONO-DIRECTIONAL RPM EVERY 50’
4" SOLID WHITE LINES WITH CRYSTAL
(in advance of and beyond intersection) exceeds 500 ft.
NOTE: The W4-2R sign should be used when the total distance of added full lane
FULL FLARE FULL INTERSECTIONS WITH RAISED PAVEMENT MARKERS
MONO-DIRECTIONAL RPM EVERY 50’
4" SOLID WHITE LINES WITH CRYSTAL
SHEET 6 OF 6 DETAIL A)
TAPER (SEE PAVE-93O-SERIES
APPROACH ROAD
APPROACH ROAD
File:
4" SOLID DOUBLE YELLOW LINES
TRAFFIC FLOW DIAGRAM
W4-2R
7/10/07
NOT TO SCALE
7/10/07
4 of 9
SHEET
ON CENTER LEFT-TURN EVERY 50’.
R3-9C
BI-DIRECTIONAL AMBER RPM USED
ONLY
BEGIN
CENTER
LANE
ROAD
APPROACH
TRAFFIC FLOW DIAGRAM
SEE PAVE-920-SERIES SHEET 1
FOR DETAIL INSTALLATION
SEE PAVE-920-SERIES FOR
4" SOLID DOUBLE
PLACEMENT DETAIL.
YELLOW LINES
6" SOLID WHITE
LINES (TYP.)
TAPER
(SEE PAVE-93O-SERIES
DETAIL A, SHEET 8 OF 8)
ROAD
APPROACH
END
CENTER
LANE
ONLY
R3-9C
LANE
CENTER
ONLY
R3-9B
OPTIONAL
4" BROKEN YELLOW LINE (TYP)
4" BROKEN YELLOW LINES (TYP)
4" SOLID YELLOW LINES (TYP)
PARTIAL FLARE WITH DEVELOPED CENTER LEFT-TURN LANE
AT A FULL INTERSECTION WITH RAISED PAVEMENT MARKERS
( MINOR CROSS STREET)
NOTES:
1.
This treatment is recommended when there is a minor cross street and/or the length of
proposed center lane operaton (advanc
2.
Installation of center lane for left turns sign should be based on an engineering study.
3.
This treatment should be used if there is an odd number of lanes.
4.
Arrow and legend markings, if used, should be installed according to the layouts shown
on PAVE-935-Series and PAVE-940-Series, if applicable.
NOT TO SCALE
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
File:
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
7/10/07
FHWA APPROVAL DATE
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
SHEET
PAVE-931-A
5 of 9
MICHIGAN DEPARTMENT OF TRANSPORTATION
NOT TO SCALE
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
APPROACH ROAD
03/15/07
PLAN DATE
R3-7R
(SEE PAVE-935-SERIES FOR LAYOUT)
ARROW & LEGEND MARKINGS OPTIONAL
4" SOLID WHITE LINE (TYP.)
USED ON MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM
6" SOLID WHITE LINES (TYP)
R3-7f
RIGHT LANE
MUST
PAVE-931-A
Paint intersection tapers greater than 50 ft in length.
On low volume trunklines a solid lane line is necessary but signs, arrows and legend markings are optional.
2.
3.
and PAVE-940-Series, as applicable.
4. Arrow and legend markings, if used, should be installed according to the layouts shown on PAVE-935-Series
This marking treatment for right turn flares is also applicable at full intersections.
1.
NOTES:
RIGHT TURN FLARE AT A "T" INTERSECTION WITH RAISED PAVEMENT MARKERS
USED FOR TURN LANE EVERY 50’
MONO DIRECTIONAL CRYSTAL RPM
4" BROKEN YELLOW LINE (TYP.)
6" SOLID WHITE LINES (TYP.)
TRAFFIC FLOW DIAGRAM
TURN RIGHT
ONLY
ONLY
ONLY
File:
FHWA APPROVAL DATE
7/10/07
6 of 9
SHEET
MICHIGAN DEPARTMENT OF TRANSPORTATION
NOT TO SCALE
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
FOR DETAIL INSTALLATION
(SEE PAVE-935-SERIES FOR LAYOUT)
ARROW & LEGEND MARKINGS OPTIONAL
6" SOLID WHITE LINES (TYP.)
4" SOLID DOUBLE YELLOW LINES (TYP.)
SEE PAVE-920-SERIES SHEET 1
75’
MIN.
WHITE LINE
4" SOLID
R3-7d
TURN LEFT
LEFT LANE
MUST
ROAD
PAVE-931-A
and PAVE-940-Series, as applicable.
Arrow and legend markings, if used, should be installed according to the layouts shown on PAVE-935-Series
This treatment is to be used where left turns are mandatory.
2.
3.
Paint intersection tapers greater than 50 ft in length.
1.
NOTES:
MANDATORY LEFT TURN LANE AT A "T" INTERSECTION WITH RAISED PAVEMENT MARKERS
ON THE MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM USED
4" SOLID DOUBLE YELLOW LINES
LINES (TYP)
6" SOLID WHITE
DETAIL A, SHEET 6 OF 6)
TAPER (SEE PAVE-93O-SERIES
USED FOR TURN LANE EVERY 50’
MONO DIRECTIONAL CRYSTAL RPM
APPROACH
TRAFFIC FLOW DIAGRAM
R3-7L
ONLY
ONLY
ONLY
File:
FHWA APPROVAL DATE
7/10/07
7 of 9
SHEET
MICHIGAN DEPARTMENT OF TRANSPORTATION
NOT TO SCALE
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
(SEE PAVE-935-SERIES FOR LAYOUT)
ARROW & LEGEND MARKING OPTIONAL
MIN.
75’
4" SOLID WHITE LINE
CRYSTAL RPM EVERY 50’
MONO DIRECTIONAL
PAVE-931-A
LEFT LANE
MUST
FOR DETAIL INSTALLATION
SEE PAVE-920-SERIES SHEET 1
6" SOLID WHITE LINES (TYP.)
LINES (TYP.)
PAVE-935-Series and PAVE-940-Series, if applicable.
Arrow and legend markings, if used, should be installed according to the layouts shown on
This treatment is recommended where left turns are mandatory.
2.
FULL INTERSECTIONS WITH RAISED PAVEMENT MARKERS
Paint intersection tapers greater than 50 ft in length.
3.
R3-7d
4" SOLID DOUBLE YELLOW
ONLY
PASSING FLARES WITH MANDATORY LEFT TURN LANES AT
ROAD
APPROACH
TURN LEFT
1.
NOTES:
USED ON MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM
4" SOLID DOUBLE YELLOW LINES
LINES (TYP)
6" SOLID WHITE
DETAIL A, SHEET 6 OF 6)
TAPER (SEE PAVE-93O-Series
TRAFFIC FLOW DIAGRAM
ROAD
APPROACH
R3-7L
ONLY
File:
FHWA APPROVAL DATE
7/10/07
8 of 9
SHEET
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN
PW: D/RD/TS/TYP/Signs/PM/mdot PAVE931A.dgn
Rev.
YELLOW LINES (TYP.)
4" SOLID DOUBLE
DETAIL A, SHEET 6 OF 6)
TAPER (SEE PAVE-93O-Series
75’
LINES (TYP.)
6" SOLID WHITE
LEFT LANE
TURN LEFT
MUST
R3-7L
ONLY
R3-7d
FHWA APPROVAL DATE
03/15/07
NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.
03/15/07
PLAN DATE
ROAD
APPROACH
R3-7L
50’
ONLY
TURN LEFT
LEFT LANE
MUST
USED ON MAINLINE EVERY 100’
BI-DIRECTIONAL AMBER RPM
DETAIL A, SHEET 6 OF 6)
TAPER (SEE PAVE-93O-Series
DETAIL INSTALLATION.
SEE PAVE-920-SERIES SHEET 1 FOR
ON CHANNELIZING LINE EVERY 50’.
BI-DIRECTIONAL AMBER RPM USED
4" SOLID WHITE LINE (TYP.)
RPM EVERY 50’(TYP)
PAVE-931-A
layouts shown on PAVE-935-Series and PAVE-940-Series, if applicable.
Arrow and legend markings, if used, should be installed according to the
This treatment should be used if there is an odd number of lanes.
2.
3.
This treatment is recommended when there is a major cross street.
(MAJOR CROSS STREET)
1.
NOTES:
PARTIAL FLARE WITH DEVELOPED CENTER LEFT-TURN LANE
(SEE PAVE-935-SERIES FOR LAYOUT)
ARROW & LEGEND MARKING OPTIONAL
ROAD
MONO DIRECTIONAL CRYSTAL
R3-7d
APPROACH
ONLY
File:
4" BROKEN YELLOW LINE (TYP.)
TRAFFIC FLOW DIAGRAM
ONLY
NOT TO SCALE
7/10/07
9 of 9
SHEET