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Specifies skip and mini-skip line patterns for various lane and center-line conditions, guidance for lane line and edge line extensions through intersections, tapers, and roundabouts, and requirements for white/yellow edge and lane markings. Includes general notes for wide lanes, gore line width, lane width minima, and determination of passing/no-passing zones by the engineer. Provides legend definitions for W and E.O.T. and includes offset tables for two-lane, two-way roadways with unpaved shoulders.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/division-12-pavement-markings-markers-and-delineation-english-standard-drawing-for-line-types-and-offsets-1-general-notes/648513/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/division-12-pavement-markings-markers-and-delineation-english-standard-drawing-for-line-types-and-offsets-1-general-notes/648513.png","ImageObject",300,407,{"name":92,"@type":93},"Bulrr","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What determines passing and no-passing zones in these drawings?","Question",{"text":112,"@type":113},"Passing/no passing zones are determined by the engineer.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What do W and E.O.T. mean in the legend?",{"text":117,"@type":113},"W is the width of the travel lane, and E.O.T. is the edge of travel.",{"name":119,"@type":110,"acceptedAnswer":120},"How are edge line offsets specified for 2-lane, 2-way roadways with un-paved shoulders?",{"text":121,"@type":113},"The drawings provide a table listing travel pavement width ranges and corresponding maximum edge line offset from E.O.T., plus minimum lane widths.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},648513,1792919364,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},5909892115043,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","10'-30'/SP SKIP LINE2'-6'/SP MINI-SKIP LINEUNLESS OTHERWISED SHOWN,USE 10'-30'/SP SKIPS FORUNLESS OTHERWISED SHOWN,USE 2'-6'/SP MINI-SKIPS FORSKIP LANE LINES AND SKIP CENTER LINES.LANE LINE EXTENSIONS THROUGH INTERSECTIONS,EDGE LINEEXTENSIONS THROUGH INTERSECTIONS AND MINI-SKIPSUSED FOR BICYCLE LANE LINES.YELLOW OR WHITE  \nDEPT.OF TRANSPORTATION  \nDIVISION 0F HIGHWAYS  \nNORTH CAROLINA  \nRALEIGH,N.C.  \nSTATE 0F  \n3'-3'/SP MINI-SKIP LINE3'-9'/SP MINI-SKIP LINEUNLESS OTHERWISED SHOWN,USE 3'-3'/SP MINI-SKIPS FORUNLESS OTHERWISED SHOWN,USE 3'-9'/SP MINI-SKIPS FORTHE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.MINI-SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.WHITEGENERAL NOTES:  \nENGL ISH STANDARD DRAWING FOR  \nLINE TYPES AND OFFSETS  \nPAVEMENT MARK工NGS  \n1-USE 6”LANE,EDGE,AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTESAS DIRECTED BY THE ENGINEER.  \n2-LANE LINES INDICATED AS\"WIDE\"ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTHOF THE NORMAL LINE.  \n3-GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.SHEET 1 OF 21205.01  \nDEPT.0F TRANSPORTATION  \nDEPT.OF TRANSPORTATION  \nSEE EDGE LINEEDGE LINE OFFSET DETAILOFFSET DETAILTWO-WAY UNDIVIDED ROADWAY2\"MAX.,REFER ALSO TO TABLE 1  \nDIVISION 0F HIGHWAYS  \nDIVISION OF HIGHWAYS  \nNORTH CAROLINA  \nNORTH CAROLINA  \nRALEIGH,N.C.  \nRALEIGH,N.C.  \nSTATE OF  \nSTATE 0F  \n\n| TABLE 1   |  |  |\n| --- | --- | --- |\n| EDGE LINE OFFSETS FOR 2-LANE,2-WAY ROADWAYS  \u003Cbr>WITH UN-PAVED SHOULDERS   |  |  |\n|  |  |  |\n| WIDTH(W)OF  \u003Cbr>TRAVEL PAVEMENT   | MAX.EDGE LINE OFFSET  \u003Cbr>FROM E.0.T.   | MINIMUM LANE  \u003Cbr>WIDTH(W)   |\n| 16'-18'   | 2”   | 8'-9   |\n| 19'   | 4”   | 9'   |\n| 20'   | 6\"   | 9.5'   |\n| 21'   | 8\"   | 10′   |\n| 22'   | 10”   | 10'   |\n| 23′   | 10\"   | 10.5'   |\n| 24'   | 1'   | 11'   |\n| 26'   | 2'   | 11'   |\n| 28′   | 2’   | 12'   |\n| 30′   | 3'   | 12'   |\n| 32'   | 4'   | 12'   |\n\nSEE EDGE LINEOFFSET DETAILOFFSET DETAILCENTER LINE OFFSET DETAIL  \n1-12  \n=12  \nTWO-WAY UNDIVIDED ROADWAYSEE EDGE LINE  \nOFFSET DETAILWITH TWO-WAY LEFT TURN LANE4-3”6\"  \nENGLISH STANDARD DRAWING FOR  \nENGLISH STANDARD DRAWING FOR  \nLINE TYPES AND OFFSETS  \nLINE TYPES AND OFFSETS  \nPAVEMENT MARKINGS  \nPAVEMENT MARKINGS  \n3\"   \nSEE CENTER LINESFF FDGF I INFOFFSET DETAILOFFSET DETAILLANE LINE OFFSET DETAIL  \n\n| LEGEND   |\n| --- |\n| W =WIDTH OF TRAVEL LANE  \u003Cbr>E.0.T.=EDGE OF TRAVEL  \u003Cbr>DIRECTION OF  \u003Cbr>TRAFFIC FLOW   |\n\nSEE EDGE LINEOFFSET DETAILMULTI-LANE ROADWAY2”TOWARDS LEFT SIDEOF TRAVELWAY4-  \nSEE EDGE LINESEE LANE LINE  \nOFFSET DETAILOFFSET DETAILSHEET 20F 21205.01  \nSTATE 0F  \nRALEIGH,N.C.  \nNORTH CAROLINA  \nDIVISION 0F HIGHWAYS  \nDEPT.0F TRANSPORTATION  \nTWO-LANE,TWO-WAY ROADWAY  \n1-12  \nPASSING/NO PASSING ZONES WILL BE DETERMINED BY THE ENGINEER.TWO-LANE,TWO-WAY ROADWAYWITH TWO-WAY LEFT TURN LANEGENERAL NOTES:  \nPAVEMENT MARKINGS  \nENGLISH STANDARD DRAWING FOR  \nTWO-LANE AND MULTI-LANE ROADWAYS  \n| LEGEND   |\n| --- |\n| W =WIDTH OF TRAVEL LANE  \u003Cbr>E.0.T.=EDGE OF TRAVEL  \u003Cbr>DIRECTION OF  \u003Cbr>TRAFFIC FLOW  \u003Cbr>G PAVEMENT MARKING  \u003Cbr>SYMBOLS   |\n\n1-EDGE LINES ARE NOT REQUIRED ALONG CURB AND GUTTER LOCATIONS.2-CONTINUE EDGE LINES THROUGH MINOR DRIVEWAYS.  DO NOT CONTINUE EDGE LINES AT  \nENGL ISH STANDARD DRAWING FOR  \nTWO-LANE AND MULTI-LANE ROADWAYS  \nSTATE 0F  \nRALEIGH,N..  \nNORTH CAROLINA  \nDIVISION 0F HIGHWAYS  \nDEPT.OF TRANSPORTATION  \nINTERSECTIONS AND MAJOR DRIVEWAYS,SEE ROADWAY STANDARD DRAWING 1205.05 FOR ADDITIONAL GUIDANCE.3-REFER TO ROADWAY STANDARD DRAWINGS 1205.01 AND 1205.08 FOR ADDITIONAL PAVEMENT MARKING GUIDANCE.SHEET 10F 21205.02  \nPAVEMENT MARK工NGS  \nSHEET 1 OF 2  \n1205.02  \n# UNDIVIDED MULTI-LANE ROADWAY\n\nDEPT.0F TRANSPORTATION  \nDIVISION 0F HIGHWAYS  \n# WITH TWO-WAY LEFT TURN LANE\n\nNORTH CAROLINA  \nRALEIGH,N.C.  \nSTATE 0F  \nTWO-LANE AND MULTI-LANE ROADWAYS  \nPAVEMENT MARKINGS  \nGENERAL NOTES:LEGENDW =WIDTH OF TRAVEL LANE  \n2-CONTINUE EDGE LINES THROUGH MINOR DRIVEWAYS.  DO NOT CONTINUE EDGE LINES ATE.0.T.=EDGE OF TRAVEL  \nINTERSEC","cbCaipdVl5YaWizh","https://ap.wps.com/l/cbCaipdVl5YaWizh","pdf",879665,45,"English","# General Notes\n## Legend and Definitions\n## Line Types, Offsets, and Skip Patterns\n## Edge Line and Center Line Extensions\n## Wide Lane and Gore Line Requirements\n## Offset Table for Two-Lane, Two-Way Roadways","[{\"question\":\"What determines passing and no-passing zones in these drawings?\",\"answer\":\"Passing/no passing zones are determined by the engineer.\"},{\"question\":\"What do W and E.O.T. mean in the legend?\",\"answer\":\"W is the width of the travel lane, and E.O.T. is the edge of travel.\"},{\"question\":\"How are edge line offsets specified for 2-lane, 2-way roadways with un-paved shoulders?\",\"answer\":\"The drawings provide a table listing travel pavement width ranges and corresponding maximum edge line offset from E.O.T., plus minimum lane widths.\"}]","Division 12 - Pavement Markings, Markers and Delineation - English Standard Drawing for Line Types and Offsets - 1 - General Notes | PDF",1792793883,113]