FREEWAY, WEAVING LANE, AND SERVICE ROAD CONNECTIONS
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1 EDGE LINE WHITE STOP LINE SERVICE ROAD EDGE LINE 6" X 5 WHITE DOTTED LINE WITH 20 GAPS EDGE LINE 4" WHITE BROKEN LINE EDGE LINE 1/3 Y v SERVICE ROAD Y 900 X ( " SOLID WHITE CHANNELIZING LINE X EDGE LINE FREEWAY, WEAVING LANE, AND SERVICE ROAD CONNECTIONS NOTES: 1. If Y 900 feet, refer to Note 3 on Sheet 2. v 2. Refer to notes on Sheet 2. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE925A.dgn Rev. ajm Michigan Department of Transportation PREPARED BY TRAFFIC AND SAFETY ENGINEER OF DELIVERY ENGINEER OF DEVELOPMENT FOR FREEWAY AND RAMP PAVEMENT MARKINGS DRAWN BY: KBK CHECKED BY: JGM SPECIAL DETAIL 1 of 5
2 SOLID LINE 4" WHITE EDGE LINE 300 PC 12" SOLID WHITE CHANNELIZING LINE EDGE LINE LANE-DROP EXIT NOTES: 1. All "broken lines" on sheets 1, 2, 3 and 4 are 4 in wide 12 ft - 6 in line, 37 ft - 6 in gap. 2. All "dotted lines" on sheets 1, 2, 3 and 4 are 12 in wide 5 ft line, 20 ft gap, except for tapered exit, use 6 in wide line. 3. For long weaving lanes (greater than 900 ft) where a RIGHT LANE MUST EXIT sign is normally used, pavement marking should conform to the lane-drop exit treatment shown on this sheet. 4. For detail of pavement marking arrow application at ramp terminals to discourage wrong way movement, see sheet Solid white channelizing line shall be 12 in wide for 1/3 Y ft to 300 ft prior to the gore. If a longer solid white line is used, it may be 6 in wide. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE925A.dgn Rev. ajm 2 of 5
3 STOP LINE SEE DETAIL A SEE DETAIL C SEE DETAIL D SEE DETAIL B SEE DETAIL E NOTE: For Details B, C, D and E see Sheet 4. ENTRANCE AND EXIT RAMPS y PT BROKEN LINE FOR ONE HALF THE LENGTH OF THE FULL WIDTH ACCELERATION LANE DETAIL A - PARALLEL ACCELERATION LANE File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE925A.dgn Rev. ajm 3 of 5
4 4" WHITE DETAIL B - TAPERED ACCELERATION LANE DOTTED LINE PC (5 MARK, 20 GAP) TAPER LENGTH DETAIL C - PARALLEL DECELERATION LANE DOTTED LINE (5 MARK, 20 GAP) 16" DETAIL D - TAPERED DECELERATION LANE 4" OR 6" SOLID WHITE BEGINS WHERE THE RAMP WIDTH IS SUFFICIENT TO ACCOMMODATE TWO LANES OF TRAFFIC 24 CROSSROAD STOP LINE LOCATED 4 TO 30 FROM THE EDGE OF THE CROSSROAD (EXACT LOCATION TO BE DETERMINED BY ENGINEER) 16" DETAIL E - RAMP TERMINAL File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE925A.dgn Rev. ajm 4 of 5
5 C OF CROSSROAD L EDGE OF ROADWAY STOP LINE (EXACT LOCATION TO BE DETERMINED BY THE TRAFFIC ENGINEER) 4 TO 30 APPROX. 200 WRONG WAY ARROW (OPTIONAL) SINGLE LANE EXIT RAMP TERMINAL STOP LINE (EXACT LOCATION TO BE DETERMINED BY THE TRAFFIC ENGINEER) C OF CROSSROAD L EDGE OF ROADWAY 4 TO ONLY ONLY LANE USE ARROWS AND LEGENDS (SEE PAVE-900-SERIES 3) " OR 6" SOLID WHITE LINE WRONG WAY ARROW (OPTIONAL). IF USED, LOCATE AT THE "NECK" OF THE RAMP WHERE IT BEGINS TO WIDEN TO TWO OR MORE LANES MULTILANE EXIT RAMP TERMINAL NOTE: Double-headed arrows may be required where a service road or city street is located opposite a ramp terminal. File: PW: D/RD/TS/TYP/Signs/PM/mdot PAVE925A.dgn Rev. ajm 5 of 5
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EDGE LINE WHITE STOP BAR SERVICE ROAD EDGE LINE DOTTED LINE (5 MARK, 20 GAP) EDGE LINE 4" WHITE BROKEN LINE 12" WHITE DOTTED LINE (5 MARK, 20 GAP) LINE LINE EDGE LINE 300 SERVICE ROAD 1/2 X (500 MAX) CHANNELIZING
FOR LOOP RAMPS-TAPERED DECELERATION LANE
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
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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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