FOR LOOP RAMPS-TAPERED DECELERATION LANE
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1 6" WHITE DOTTED LINE: 5 MARK, 20 SKIP 6" WHITE CRYSTAL MONO-DIRECTIONAL MAIN LINE END (EVERY 50 FEET) 50 FEET BEYOND LAST CRYSTAL PAVEMENT MARKER 5 AMBER MONO-DIRECTIONAL 50 FEET BEFORE LAST CRYSTAL PAVEMENT MARKER AT 50 FOOT SPACING WRONG WAY ARROW (OPTIONAL) RAISED AND PAVEMENT MARKINGS FOR LOOP RAMPS-TAPERED DECELERATION LANE Note: See notes on sheet 5. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE915A.dgn Rev. ajm Michigan Department of Transportation PREPARED BY TRAFFIC AND SAFETY ENGINEER OF DELIVERY ENGINEER OF DEVELOPMENT FOR RAISED FOR INTERCHANGES DRAWN BY: KBK SPECIAL DETAIL CHECKED BY: JGM 1 of 5
2 DECELERATION LANE (SEE DETAIL ON 5) ACCELERATION LANE (SEE DETAIL ON 5) CRYSTAL MONO-DIRECTIONAL WRONG WAY ARROWS (OPTIONAL) (SEE DETAIL ON 3) WRONG WAY ARROW (OPTIONAL) ONLY 24" WHITE STOP LINES, TO BE USED AT STOP CONTROLLED OR SIGNALIZED INTERSECTION ONLY ARROW & "ONLY" LEGEND MARKING (OPTIONAL) 4" WHITE LANE LINE RAISED AND PAVEMENT MARKINGS FOR NON-LOOP RAMPS Notes: 1. Refer to PAVE-925-Series Sheet 5 for location of exit ramp pavement markings. 2. See notes on sheet 5. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE915A.dgn Rev. ajm 2 of 5
3 BEGIN FIVE AMBER MONO-DIRECTIONAL (EVERY 50 FEET) AT 50 FEET BEYOND LAST CRYSTAL PAVEMENT MARKER 50 (TYP.) PAVEMENT MARKERS (EVERY 50 FEET) TERMINATE 12" WHITE S SHALL END AT EDGE OF PAVED GORE AREA GORE MARKINGS AT THE TANGENT POINT OF THE TWO 12" LINES PAVED GORE AREA 12" WHITE 50 24" GORE & RAMP MARKING DETAIL (OFF-RAMP SHOWN) NOTES: 1. Crystal mono-directional pavement markers to be placed every 50 ft along both 12 in white gore markings, 2 in offset (on the traffic side) from the gore marking amber mono-directional pavement markers to be placed along yellow ramp edge line beginning 50 ft beyond last crystal pavement marker, 2 in offset (on the traffic side) from the yellow ramp edge line. 3. See notes on sheet 5. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE915A.dgn Rev. ajm 3 of 5
4 6" WHITE MAINLINE & 6" RAMP YELLOW S TERMINATE AT POINT OF GORE PAVEMENT 6" WHITE 4" WHITE BROKEN LINE EDGE OF PAVED SHOULDER MAINTAIN FULL RAMP WIDTH (16 ) (EVERY 50 ) ALONG BOTH 12" GORE MARKINGS (EVERY 50 ) AT 50 BEYOND LAST CRYSTAL PAVEMENT MARKER GOING UP STREAM. Note: See notes on Sheet 5. TAPERED ENTRANCE (EVERY 50 ) ALONG BOTH 12" GORE MARKINGS EDGE PAVED SHOULDER 6" WHITE MAINLINE AND 6" RAMP YELLOW EDGE LINES TERMINATE AT POINT OF GORE PAVEMENT (EVERY 50.) AT 50 BEYOND LAST CRYSTAL PAVEMENT MARKING GOING UP STREAM. CONTINUE AT NORMAL SPACING (SEE PAVE-92O-SERIES) Note: See notes on sheet 5. TAPERED ENTRANCE WITH ADDED LANE File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE915A.dgn Rev. ajm 4 of 5
5 CONSTRUCTION JOINT 2" PAINT LINE 4" (EVERY 50 ) AT 50 BEYOND LAST CRYSTAL PAVEMENT MARKER. 6" WHITE BROKEN LINE WITH (EVERY 100 ) FOR ONE HALF LENGTH OF FULL WIDTH ACCELERATION LANE (SEE DETAIL SHOULDER (TYP.) ON 2) END LEFT END WITH (SEE DETAIL ON 2 OF VIII-915E) BEGIN BEGIN LEFT 6" WHITE DOTTED LINE = 5 MARK, 20 GAP SHOULDER (EVERY 50 ) AT 50 6" BEYOND LAST CRYSTAL PAVEMENT MARKER NOTES: RPM 1. Raised pavement markers shall match adjacent edge line color. 2. Install edge line and gore pavement markers at a 2 in offset from the inside edge of the edgeline or gore marking. The inside edge is toward the median along the mainline and toward the lane along ramps. 3. Install lane line pavement markers along the centerline of the 4 in white broken lines at a 4 in offset left of the pavement marking. 4. Refer to PAVE-920-Series for additional information. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE915A.dgn Rev. ajm 5 of 5
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