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Also covers subgrade, bases, shoulders, asphalt base and pavement guidance, concrete pavement joints and dowel/headers, right-of-way and control-of-access markers, subsurface and pipe underdrains, and concrete or brick endwalls with specified pipe sizes and 90° skew configurations. Includes sheet references across multiple pages.",{"@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/2024-index-standard-drawing-titles-division-1-to-8/663289/",{"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/2024-index-standard-drawing-titles-division-1-to-8/663289.png","ImageObject",300,407,{"name":92,"@type":93},"I feel Different","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does the document index organize by?","Question",{"text":112,"@type":113},"It organizes standard drawing titles by numbered STD.NO. entries grouped into divisions (Division 1 through Division 8).","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which topics are included under Division 2 - Earthwork?",{"text":117,"@type":113},"Earthwork methods such as clearing, grading subgrade, deceleration/acceleration lanes, superelevation, sight distance, false cut grading, embankment monitoring, berm ditch construction, and rock plating.",{"name":119,"@type":110,"acceptedAnswer":120},"What kinds of items are listed under Division 3 - Pipe Culverts and Division 8 - Incidentals?",{"text":121,"@type":113},"Division 3 includes pipe installation and precast or prefabricated end section variants by pipe size ranges. Division 8 includes markers, subsurface drains, underdrains/blind drains, drainage structure pads, and concrete endwalls for pipe culverts with 90° skew.","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},663289,1793226322,{"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":19,"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":129,"read_time":36},962093541761,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","| STD.NO.   | STANDARD DRAWING TITLES   |\n| --- | --- |\n| 200.02  \u003Cbr>200.03  \u003Cbr>225.01  \u003Cbr>225.02  \u003Cbr>225.03  \u003Cbr>225.04  \u003Cbr>225.05  \u003Cbr>225.06  \u003Cbr>225.07  \u003Cbr>225.08  \u003Cbr>225.09  \u003Cbr>235.01  \u003Cbr>240.01  \u003Cbr>275.01  \u003Cbr>300.01  \u003Cbr>310.02  \u003Cbr>310.03   | DIVISION 1 -GENERAL REQUIREMENTS  \u003Cbr>No Roadway Standard Drawings for this section.  \u003Cbr>DIVISION 2 -EARTHWORK  \u003Cbr>Method of Clearing -Method II  \u003Cbr>Method of Clearing -Method III  \u003Cbr>Guide for Grading Subgrade -Interstate and Freeway  \u003Cbr>Guide for Grading Subgrade -Secondary and Local  \u003Cbr>Deceleration and Acceleration Lanes  \u003Cbr>Method of Obtaining Superelevation -Two Lane Pavement  \u003Cbr>Method of Obtaining Superelevation -Divided Highways  \u003Cbr>Method of Grading Sight Distance at Intersections  \u003Cbr>Grading for False Cut at Grade Separations  \u003Cbr>Earth Berm Median Pier Protection  \u003Cbr>Guide for Shoulder and Ditch Transition at Grade Separations  \u003Cbr>Embankment Monitoring  \u003Cbr>Guide for Berm Ditch Construction  \u003Cbr>Rock Plating  \u003Cbr>DIVISION 3 -PIPE CULVERTS  \u003Cbr>Method of Pipe Installation  \u003Cbr>Parallel Pipe End Section -Precast Concrete Section for 15”to 24”Pipe  \u003Cbr>Cross Pipe End Section -Precast Concrete Section for 18“to 30”Pipe  \u003Cbr>Sheet 1 of 16   |\n\n\n| STD.NO.   | STANDARD DRAWING TITLES   |\n| --- | --- |\n| 310.04  \u003Cbr>310.05  \u003Cbr>310.10  \u003Cbr>423.01  \u003Cbr>423.02  \u003Cbr>423.03  \u003Cbr>423.04  \u003Cbr>560.01  \u003Cbr>560.02  \u003Cbr>610.01  \u003Cbr>610.02  \u003Cbr>610.03  \u003Cbr>610.04  \u003Cbr>654.01  \u003Cbr>665.01  \u003Cbr>665.02   | Parallel Pipe End Section -Prefabricated Steel Section for 15”to 24”Pipe  \u003Cbr>Cross Pipe End Section -Prefabricated Steel Section for 18”to 30”Pipe  \u003Cbr>Driveway Pipe Construction  \u003Cbr>DIVISION 4 -MAJOR STRUCTURES  \u003Cbr>Bridge Approach Fills -Type 1 Approach Fill for Bridge Abutment  \u003Cbr>Bridge Approach Fills -Type 1A Alternate Approach Fill for Integral Bridge Abutment  \u003Cbr>Bridge Approach Fills -Type 2 Approach Fill for Bridge Abutment with MSE Wall  \u003Cbr>Bridge Approach Fills -Type 2A Alternate Approach Fill for Integral Bridge Abutment  \u003Cbr>with MSE Wall  \u003Cbr>DIVISION 5 -SUBGRADE,BASES AND SHOULDERS  \u003Cbr>Method of Shoulder Construction -High Side of Superelevated Curve -Method I  \u003Cbr>Method of Shoulder Construction -High Side of Superelevated Curve -Method II  \u003Cbr>DIVISION 6 -ASPHALT BASES AND PAVEMENTS  \u003Cbr>Guide for Paving Shoulders Under Bridges -Method I  \u003Cbr>Guide for Paving Shoulders Under Bridges -Method II  \u003Cbr>Guide for Paving Shoulders Under Bridges -Method III  \u003Cbr>Guide for Paving Shoulders Under Bridges -Method IV  \u003Cbr>Pavement Repairs  \u003Cbr>Asphalt Shoulders -Milled Rumble Strips  \u003Cbr>Limits for Asphalt Shoulders -Milled Rumble Strips  \u003Cbr>Sheet 2 of 16   |\n\n\n| STD.NO.   | STANDARD DRAWING TITLES   |\n| --- | --- |\n| 700.01  \u003Cbr>700.02  \u003Cbr>700.03  \u003Cbr>700.04  \u003Cbr>700.05  \u003Cbr>710.01  \u003Cbr>720.01  \u003Cbr>720.02  \u003Cbr>806.01  \u003Cbr>806.02  \u003Cbr>806.03  \u003Cbr>815.02  \u003Cbr>815.03  \u003Cbr>816.01  \u003Cbr>816.02  \u003Cbr>816.04  \u003Cbr>838.01  \u003Cbr>838.02   | DIVISION 7 -CONCRETE PAVEMENTS AND SHOULDERS  \u003Cbr>Concrete Pavement Joints -Construction and Contraction Joints  \u003Cbr>Expansion Joint Layout -for Rigid Doweled Pavement at Bridges  \u003Cbr>Dowel Assembly  \u003Cbr>Concrete Pavement Header Board  \u003Cbr>Tying Proposed Pavement to Existing Pavement  \u003Cbr>Concrete Pavement -Station Marking  \u003Cbr>Concrete Shoulder -Stamped or Rolled Rumble Strips,Milled Rumble Strips  \u003Cbr>Limits of Concrete Shoulder Rumble Strips  \u003Cbr>DIVISION 8 -INCIDENTALS  \u003Cbr>Concrete Right-of-Way Marker  \u003Cbr>Granite Right-of-Way Marker  \u003Cbr>Concrete Control-of-Access Marker  \u003Cbr>Subsurface Drain  \u003Cbr>Pipe Underdrain and Blind Drain  \u003Cbr>Concrete Pads -for Shoulder Drain Installation  \u003Cbr>Aggregate Shoulder Drain  \u003Cbr>Markers for Drainage Structure and Concrete Pad  \u003Cbr>Concrete Endwall for Single and Double Pipe Culverts -15”thru 48”Pipe 90°Skew  \u003Cbr>Concrete Endwall and Sluice Gate -15”thru 36”Pipe 90°Skew  \u003Cbr>Sheet 3 of 16   |\n\n\n| STD.NO.   | STANDARD DRAWING TITLES   |\n| --- | --- |\n| 838.04  \u003Cbr>838.05  \u003Cbr>838.06  \u003Cbr>838","cbCaicVjWZZpdRo5","https://ap.wps.com/l/cbCaicVjWZZpdRo5","pdf",3008377,16,"English","# Division 1 - General Requirements\n# Division 2 - Earthwork\n# Division 3 - Pipe Culverts\n# Division 4 - Major Structures\n# Division 5 - Subgrade, Bases and Shoulders\n# Division 6 - Asphalt Bases and Pavements\n# Division 7 - Concrete Pavements and Shoulders\n# Division 8 - Incidentals","[{\"question\":\"What does the document index organize by?\",\"answer\":\"It organizes standard drawing titles by numbered STD.NO. entries grouped into divisions (Division 1 through Division 8).\"},{\"question\":\"Which topics are included under Division 2 - Earthwork?\",\"answer\":\"Earthwork methods such as clearing, grading subgrade, deceleration/acceleration lanes, superelevation, sight distance, false cut grading, embankment monitoring, berm ditch construction, and rock plating.\"},{\"question\":\"What kinds of items are listed under Division 3 - Pipe Culverts and Division 8 - Incidentals?\",\"answer\":\"Division 3 includes pipe installation and precast or prefabricated end section variants by pipe size ranges. Division 8 includes markers, subsurface drains, underdrains/blind drains, drainage structure pads, and concrete endwalls for pipe culverts with 90° skew.\"}]","2024 Index - Standard Drawing Titles - Division 1 to 8 | PDF"]