FREEWAY AND SERVICE ROAD CONNECTIONS
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1 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 LINE X EDGE LINE FREEWAY AND SERVICE ROAD CONNECTIONS REFER TO NOTES ON 2. DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES FREEWAY AND RAMP PAVEMENT MARKINGS DRAWN BY: CHECKED BY: LMF JGM APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 OF7
2 " WHITE DOTTED LINE (5 MARK, 20 GAP) " WHITE SOLID LINE 4" WHITE EDGE LINE FREEWAY WEAVING LANE 12" WHITE GREATER THAN " WHITE DOTTED LINE (5 MARK, 20 GAP) 300 PC CHANNELIZING LINE EDGE LINE LANE-DROP EXIT GREATER THAN 2640 FT NOTES: 1. All "dotted lines" on sheets 1, 2, 3 and 4 are 12 inches wide, 5 ft line, 20 ft gap, except for tapered exit, use 6 inch or 12 inch wide line. 2. 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. 2 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
3 SEE DETAIL A STOP BAR 12" WHITE SEE DETAIL C SEE DETAIL D SEE DETAIL B NOTE: For Details A, B, C, D and E see Sheet 4. ENTRANCE AND EXIT RAMPS SEE DETAIL E 4" WHITE BROKEN LINE 6" OR 12" WHITE DOTTED LINE (5 MARK, 20 GAP) EDGE LINE (TYP) (SEE DETAIL ON 7) LOOP RAMP 3 OF 7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
4 y 1/2 y 1/2 y DOTTED LINE FOR ONE HALF THE LENGTH OF THE FULL WIDTH ACCELERATION LANE PLUS TAPER DETAIL A - PARALLEL ACCELERATION LANE 4" WHITE DETAIL B - TAPERED ACCELERATION LANE 6" OR 12" WHITE DOTTED LINE (5 MARK, 20 GAP) DETAIL C - PARALLEL DECELERATION LANE 4 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
5 6" OR 12" WHITE DOTTED LINE (5 MARK, 20 GAP) DETAIL D - TAPERED DECELERATION LANE EDGE LINE MAINLINE & 6" RAMP YELLOW EDGE LINES TERMINATE AT POINT OF GORE PAVEMENT EDGE OF PAVED SHOULDER 4" WHITE BROKEN LINE EDGE LINE WRONG WAY ARROW (OPTIONAL) DETAIL E - TAPERED ACCELERATION LANE WITH ADDED LANE 5 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
6 C OF CROSSROAD L EDGE OF ROADWAY 4 TO 30 STOP BAR-OPTIONAL FOR STOP CONTROLLED (EXACT LOCATION TO BE DETERMINED BY THE ENGINEER) MAX. 200 WRONG WAY ARROW - USE ENGINEERING JUDGMENT FOR PLACEMENT (SEE NOTE 1) SINGLE LANE EXIT RAMP TERMINAL STOP BAR-OPTIONAL FOR STOP CONTROLLED (EXACT LOCATION TO BE DETERMINED BY THE ENGINEER) C OF CROSSROAD L EDGE OF ROADWAY 4 TO ONLY ONLY LANE USE ARROWS AND LEGENDS (SEE PAVE-900-SERIES) 6" SOLID WHITE BEGINS WHERE THE RAMP WIDTH IS SUFFICIENT TO ACCOMMODATE TWO LANES OF TRAFFIC WRONG WAY ARROW (SEE NOTE 1). IF USED, LOCATE AT THE "NECK" OF THE RAMP WHERE IT BEGINS TO WIDEN TO TWO OR MORE LANES MULTILANE EXIT RAMP TERMINAL NOTES: 1. Wrong way arrows are optional, EXCEPT when any exit ramp parallels and is adjacent to an entrance ramp at the crossroad terminal (in the same quadrant), regardless of distance between the two ramps. 2. Double-headed arrows may be required where a service road or city street is located opposite a ramp terminal. 6 OF7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
7 SHOULDER SHOULDER EDGE LINE START GORE MARKINGS AT THE TANGENT POINT OF THE TWO 12" LINES END GORE MARKINGS AT EDGE OF PAVED GORE AREA PAVED EDGE LINE SHOULDER GORE AREA 12" WHITE 4" WHITE BROKEN LANE LINE EDGE LINE DETAIL EXIT RAMP SHOWN 7 OF 7 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
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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 ( 5 0 12" SOLID WHITE CHANNELIZING LINE X EDGE
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