PAVEMENT MARKING DETAILS (SHEET 1 OF 9) - New York …

1 TAPER LENGTH TAPER LENGTH NORMAL solid DOUBLE. 4" OR 6". YELLOW LINE. W. DIRECTION OF TRAVEL YELLOW HATCH LINE (TYP.). L. 0. NORMAL LANE LINE (xLL). NORMAL solid DOUBLE YELLOW LINE. NORMAL EDGE LINE (xEL). S. DIRECTION OF TRAVEL. 4" OR 6". NORMAL solid DOUBLE YELLOW LINE. 30' 30' 30'. SEE CONTRACT DOCUMENTS FOR. CROSS HATCHED ISLAND DETAIL CURVATURE OR TAPER. POSTED SPEED w45 MPH POSTED SPEED < 45 MPH SHOWN FOR RADIUS TAPER. 10' 10' 10' 10' STRAIGHT TAPER STRIPING SIMILAR. TYPE W 0 S L TYPE W 0 S L. A 1' 30n 3' 8' A 8" 30n 2' 5'-4". NORMAL BROKEN LANE LINE (xBLL). B 1' 35n 3' 7' B 1' 35n 3' 7'. C 2' 45n 6' 11'-4" C 2' 45n 6' 11'-4". CROSS HATCH LINE DIMENSIONS. 4" OR 6". NOTE: TYPE SHALL BE AS PER PLAN. DEFAULT. VALUE IS TYPE C UNLESS OTHERWISE SHOWN. 9' 9' 9' 9'. 3' 3' 3' 3' 3'. NORMAL solid DOUBLE DIRECTION OF TRAVEL GENERAL PAVEMENT MARKING NOTES: YELLOW EDGE LINE YELLOW LINE. NORMAL DOTTED LANE LINE (xDLL). 1. ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE MUTCD AND NYS SUPPLEMENT.

2 2. EDGE LINES SHALL BE YELLOW ON THE LEFT SIDE AND WHITE ON THE RIGHT SIDE IN THE. EDGE OF FLUSH ISLAND. CURB. 2". DIRECTION OF TRAVEL UNLESS OTHERWISE SHOWN ON THE PLANS. IF THE CURB OFFSET IS LESS. THAN 2'-0", NO EDGE LINE SHALL BE APPLIED ADJACENT TO CURBS UNLESS OTHERWISE SHOWN ON THE. 4" OR 6". W PLANS. EDGE LINES SHALL BE PROVIDED AT THE CURB ADJACENT TO RAISED ISLANDS (SEE DETAIL). EDGE OF YELLOW. RAISED ISLAND HATCH LINE. S. 3. WHERE MARKINGS NORMALLY FOLLOW A PAVEMENT JOINT, SINGLE LINE MARKINGS SHALL. 4' (TYP.) BE PLACED ALONG ONE SIDE OF THE JOINT. DOUBLE LINE MARKINGS SHALL STRADDLE THE JOINT. LANE LINES ON ROADWAYS WHICH ARE MORE THAN TWO LANES WIDE AND HAVE LONGITUDINAL. 0 JOINTS BETWEEN ADJACENT LANES, SHALL BE PLACED ON THE SIDE OF THE JOINT WHICH WILL. 2". OBTAIN OPTIMUM LANE WIDTHS. 2' CURB. AT THE JUNCTION OF SINGLE AND DOUBLE LINE MARKINGS WHICH FOLLOW A PAVEMENT . JOINT, THE SINGLE LINE SHALL BE AN EXTENSION OF EITHER OF THE DOUBLE LINES AND. NOT THE SPACE BETWEEN THEM.

3 AT THE JUNCTION OF SINGLE AND DOUBLE LINE MARKINGS. NORMAL DOTTED EXTENSION LINE (xDEL) WHICH DO NOT FOLLOW A PAVEMENT JOINT, THE SINGLE LINE MAY BE ALIGNED WITH THE CENTER. L (TYP.). OF THE DOUBLE LINE MARKING OR WITH EITHER LINE OF THE DOUBLE LINE. 4. ALL DIMENSIONS AND THE PLACEMENT OF ARROWS, SYMBOLS, AND TEXT SHOWN ARE TYPICAL. 4" OR 6". DIRECTION OF TRAVEL AND SHALL APPLY UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. 5. THE REGIONAL TRAFFIC ENGINEER WILL REVIEW AND APPROVE ANY CHANGES TO THE PAVEMENT . GAP IS THE SAME WIDTH AS LINES MARKING PLANS PRIOR TO FINAL INSTALLATION. CHANGES SHALL BE SUBMITTED TWO WEEKS PRIOR. TYPICAL CROSS HATCH LINE DETAIL AT FLUSH OR RAISED ISLANDS TO INSTALLATION. AND AT MEDIAN AREAS. 4" OR 6". 4" OR 6". 10' 30' 10' 30' 10' 30' 10'. NORMAL solid LINE AND NORMAL BROKEN LINE (ySBL). (ONLY ALLOWED IN YELLOW). 4" OR 6". 3" MIN. 12" 12" MAX. 24". GAP IS THE SAME WIDTH AS LINES. 18". 36". 4" OR 6". 4" OR 6". NORMAL solid DOUBLE LINE (xSDL) 3" MIN.

4 12" MAX. SMALL DIMENSIONS LARGE DIMENSIONS. YIELD LINE MARKINGS. PAVEMENT MARKING LINE NOTES: CUSTOMARY STANDARD SHEET. 25. dgn (EACH TRIANGLE PAID FOR SEPARATELY). DATE/TIM E = 04-OCT-2017 13: L1. NORMAL PAVEMENT MARKING LINES SHALL BE 6" ON FREEWAYS AND EXPRESSWAYS AND ON RAMPS TO. FILE NAM E = 685-0101_DTF. AND FROM FREEWAYS AND EXPRESSWAYS, AND WHERE SPECIFIED IN THE CONTRACT DOCUMENTS. AT ALL OTHER LOCATIONS NORMAL PAVEMENT MARKING LINES SHALL BE 4". WIDE PAVEMENT MARKING PAVEMENT_MARKING_DETAILS. LINES SHALL BE TWICE AS WIDE AS NORMAL LINES ON THE SAME HIGHWAY. CHANNELIZING. (SHEET 1 OF 9). USER = rfoote LINES ARE THE SAME WIDTH AS WIDE LINES. L2. PAVEMENT MARKING LINE CODES MAY BE SHOWN ON THE PLANS. DESIGNATIONS: APPROVED SEPTEMBER 24, 2012 ISSUED UNDER EB 12-036. "W"=WHITE "Y"=YELLOW "WIDE"=WIDE. /S/ TODD B. WESTHUIS, ERRATA 1 ACTING DIRECTOR, OFFICE OF. 685-01. ISSUED WITH EB 17-041 TRAFFIC SAFETY AND MOBILITY. TRAVEL LAN. BIKE LANE. (SEE NOTE 2). 200'-0" (TYP.). OR AS SHOWN IN CONTRACT DOCUMENTS.

5 DIRECTION OF TRAVEL. WHITE TURNING. ARROW (TYP.). 5'-0". -0" MIN. (TYP.). START OF TWO WAY. LEFT TURN LANE. 50'. 20'-0". NORMAL solid YELLOW LINE AND NORMAL. BROKEN YELLOW LINE DIRECTION OF TRAVEL. TWO-WAY LEFT TURN LANE DETAIL. M. FOR C. EXTEND S. IF NO EDG. BIKE LAN. END WHITE. EDGE LINE. 6'-0" MIN. AT STOP LINE IF. EDGE OF PAVEMENT NO EDGE STRIPE. ). TYP. 6'-0" MIN. ON SIDE ROAD. EDGE OF PAVEMENT . ). TYP. -0" (. 6'-0" MIN. EDGE OF PAVEMENT . -0" (. 2'. ). TYP. 2'. -0" (. ). TYP. 1'. -0" (. 1'. TY. 1'-0" (TYP.) (TRANSVERSE LINES) 1'-0" (TYP.) (TRANSVERSE LINES). STANDARD LADDER BAR COMBINED. TYPE S TYPE L TYPE LS. TYPICAL CROSSWALK DETAILS . NOTES: 1. ALL CROSSWALK MARKINGS SHALL BE WHITE. 2. TYPE "L" AND TYPE "LS" CROSSWALKS SHALL HAVE THE LONGITUDINAL. dgn LINES PARALLEL TO THE LANE LINES. FILE NAM E = 685-0102_050213. 38. DATE/TIM E = 11-JUL-2018 11: USER = rfoote PHYSICAL GORE. PHYSICAL GORE. WHITE CHANNELIZING LINES WHITE CHANNELIZING LINES. NORMAL WHITE. EDGE LINE. DIRECTION OF TRAVEL.

6 DIRECTION OF TRAVEL. PHYSICAL GORE. WHITE CHEVRON MARKINGS. IN NEUTRAL AREA. (SEE SHEET 5 OF 9 FOR DETAILS ). WHITE CHANNELIZING LINES. WHITE CHEVRON WHITE CHEVRON THEORETICAL GORE. MARKINGS IN MARKINGS IN. DIRECTION OF TRAVEL. NEUTRAL AREA NEUTRAL AREA. (SEE SHEET 5 OF 9 FOR DETAILS ) (SEE SHEET 5 OF 9 FOR DETAILS ). NS. THEORETICAL GORE. WIDE solid WHITE LANE LINE. PLA. ' OR. ON. 500' OR AS SHOWN ON PLANS. 500. WN. SHO. WIDE solid WHITE LANE LINE. AS. WIDE solid WHITE LANE. LINE (OPTIONAL, VARIABLE LENGTH). OR WIDE DOTTED WHITE LANE LINE THEORETICAL GORE NORMAL YELLOW. EDGE LINE. 500' OR AS SHOWN ON PLANS. PHYSICAL GORE. WIDE solid WHITE LANE WHITE CHANNELIZING LINES. NORMAL YELLOW. LINE (VARIABLE LENGTH). EDGE LINE WHITE CHEVRON MARKINGS. IN NEUTRAL AREA. (SEE SHEET 5 OF 9 FOR DETAILS ). MILE. THEORETICAL GORE. NORMAL YELLOW. EDGE LINE. 500' OR AS SHOWN ON PLANS. WIDE DOTTED. WHITE LANE LINE. MILE. WIDE solid WHITE LANE LINE. (OPTIONAL, VARIABLE LENGTH). OR WIDE DOTTED WHITE LANE LINE.

7 MILE. WIDE DOTTED WIDE DOTTED WHITE LANE LINE. WHITE LANE LINE. OPTIONAL SPEED. MEASUREMENT MARKING . DIRECTION OF TRAVEL. DIRECTION OF TRAVEL. DIRECTION OF TRAVEL. NORMAL WHITE NORMAL WHITE. EDGE LINE EDGE LINE. STATE OF NEW YORK. DEPARTMENT OF TRANSPORTATION. NORMAL WHITE. dgn EDGE LINE CUSTOMARY STANDARD SHEET. 05. FILE NAM E = 685-0103_050213. DATE/TIM E = 27-SEP-2012 10: PAVEMENT MARKING DETAILS . LANE DROP AT A SINGLE LANE EXIT RAMP LANE DROP AT A MULTI-LANE EXIT RAMP WITH OPTION LANE TWO-LANE DROP AT AN EXIT RAMP. USER = jturley (SHEET 3 OF 9). APPROVED SEPTEMBER 24, 2012 ISSUED UNDER EB 12-036. /S/ TODD B. WESTHUIS, ACTING DIRECTOR, OFFICE OF. 685-01. EFFECTIVE DATE: 05/02/2013 TRAFFIC SAFETY AND MOBILITY. NORMAL WHITE EDGE LINE. NORMAL YELLOW EDGE LINE. PHYSICAL GORE. WHITE CHANNELIZING LINES. NORMAL WHITE EDGE LINE NORMAL YELLOW EDGE LINE. WHITE CHEVRON MARKINGS. IN NEUTRAL AREA. (SEE SHEET 5 OF 9 FOR DETAILS ). PHYSICAL GORE. WHITE CHANNELIZING LINES. THEORETICAL GRADE. WHITE CHEVRON MARKINGS.

8 IN NEUTRAL AREA. AS SHOWN ON PLANS. WIDE solid . (SEE SHEET 5 OF 9 FOR DETAILS ). WHITE LANE LINE. 500' OR. THEORETICAL GORE. AS SHOWN ON PLANS. 500' OR. WIDE solid WHITE LANE LINE. WIDE DOTTED WHITE LANE LINES. MILE. DIRECTION OF TRAVEL. DIRECTION OF TRAVEL. WIDE DOTTED WHITE LANE LINE. FROM ENTRANCE RAMP THEORETICAL. GORE TO WIDE solid WHITE LANE LINE. THEORETICAL GORE. WHITE CHANNELIZING LINES. NORMAL YELLOW EDGE LINE NORMAL YELLOW EDGE LINE. NORMAL WHITE. EDGE LINE NEUTRAL AREA. STATE OF NEW YORK. DEPARTMENT OF TRANSPORTATION. NORMAL YELLOW EDGE LINE. dgn CUSTOMARY STANDARD SHEET. 05. NORMAL WHITE EDGE LINE. FILE NAM E = 685-0104_050213. DATE/TIM E = 27-SEP-2012 10: PHYSICAL GORE. PAVEMENT MARKING DETAILS . ROUTE SPLIT WITH DEDICATED LANES AUXILIARY LANE AT CLOSELY SPACED RAMPS. USER = jturley (SHEET 4 OF 9). NOTE: USE THIS DETAIL WHERE DISTANCE FROM. THEORETICAL GORE OF ENTRANCE RAMP TO. THEORETICAL GORE OF EXIT RAMP IS LESS THAN. APPROVED SEPTEMBER 24, 2012 ISSUED UNDER EB 12-036.

9 OR EQUAL TO MILE. /S/ TODD B. WESTHUIS, ACTING DIRECTOR, OFFICE OF. 685-01. EFFECTIVE DATE: 05/02/2013 TRAFFIC SAFETY AND MOBILITY. NORMAL YELLOW EDGE LINE PHYSICAL GORE. LIMIT OF WIDE CHANNELIZING LINE. PHYSICAL GORE. LIMIT OF CHANNELIZING LINE WHITE CHANNELIZING LANE NORMAL WHITE DOTTED LANE LINE. L L. 50' OR AS. NORMAL WHITE. EDGE LINE SHOWN ON PLANS NORMAL WHITE EDGE LINE. NORMAL WHITE DOTTED LANE LINE THEORETICAL GORE THEORETICAL GORE DIRECTION OF TRAVEL. DIRECTION OF TRAVEL DIRECTION OF TRAVEL. NORMAL YELLOW EDGE LINE NORMAL WHITE BROKEN LANE LINE WHITE CHANNELIZING LINE. WIDE WHITE LANE LINE NORMAL YELLOW EDGE LINE. NORMAL WHITE EDGE LINE NORMAL WHITE BROKEN LANE LINE. PARALLEL ACCELERATION LANE PARALLEL DECELERATION LANE. L. L / 2 PHYSICAL GORE LIMIT OF. THEORETI. END FULL. GORE. LANE WI. CHANNELIZING LINE. WHITE CHANNELIZING LINE. NORMAL WHITE EDGE LINE. DTH. CAL. NORMAL YELLOW EDGE LINE. -0". END WHITE CHANNELIZING LINE. 6'. RUMBLE STRIPS. (IF SHOWN IN CONTRACT DOCUMENTS).

10 NORMAL WHITE EDGE LINE. NORMAL WHITE DOTTED EXTENSION LINE DIRECTION OF TRAVEL. DI. RECTI. ON OF. TRAVE THEORETICAL GORE. L. DIRECTION OF TRAVEL EXI CHANNELIZING LINES BEGIN. T RAM 6'. -0". P SHO. ULDER. WHITE CHANNELIZING. LINES. PHYSICAL GORE. n NORMAL WHITE BROKEN LANE LINE NORMAL YELLOW EDGE LINE NORMAL WHITE EDGE LINE LIMIT OF CHANNELIZING LINE. 45. MAIN LINE SHOULDER. 3'-0" 11'-4". TAPERED ACCELERATION LANE RUMBLE STRIPS. 2' WHITE. (IF SHOWN IN CONTRACT DOCUMENTS). HATCH LINES. NORMAL YELLOW EDGE LINE. DIRECTION OF TRAVEL. END WHITE CHANNELIZING LINE. NORMAL YELLOW EDGE LINE. EXIT / DIVERGE. PHYSICAL GORE NORMAL WHITE EDGE LINE TYPICAL HATCH LINE AT GORE. LIMIT OF CHANNELIZING LINE. FULL LANE. WHITE CHANNELIZING LINE. DTH. THEORETICAL GORE NORMAL WHITE DOTTED EXTENSION LINE. WI. 1. SEE STANDARD SHEET TITLED " PAVEMENT MARKING DETAILS - SHEET 1 OF 9" FOR LINE LAYOUT AND DIMENSIONS. (EXCEPT AS NOTED). 2. REFER TO STANDARD SHEET TITLED " PAVEMENT MARKING DETAILS - SHEET 1 OF 9" FOR GENERAL NOTES.