[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663954-105":59,"doc-detail-663954-en":129},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":122,"head_meta":124,"extra_data":126,"updated_unix":128},105,"en","pedestrian-ramp-design-guidance-revised-standard-drawing-h-1011","Pedestrian Ramp Design Guidance - Revised Standard Drawing H-1011","","This technical presentation outlines the Revised Standard Drawing H-1011 for pedestrian ramp construction, ensuring compliance with ADA 2010 and PROWAG 2011 standards. The document provides detailed engineering specifications for various site configurations, including corner, midblock, island, and temporary cases. It defines critical design parameters such as slope limits for pedestrian access routes, ramp cross slopes, and side flare treatments. The guidance facilitates proper site layout and work acceptance by providing specific tolerances, technical illustrations, and construction notes. It serves as a definitive resource for engineers to navigate site-specific challenges, including the integration of existing vertical obstructions and the application of Detectable Warning Surfaces, ensuring accessible and safe pedestrian infrastructure in urban environments.",{"@graph":69,"@context":121},[70,84,104],{"@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/pedestrian-ramp-design-guidance-revised-standard-drawing-h-1011/663954/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":98,"encodingFormat":97,"isAccessibleForFree":99,"interactionStatistic":100},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/pedestrian-ramp-design-guidance-revised-standard-drawing-h-1011/663954.png","ImageObject",300,407,{"name":92,"@type":93},"pop out","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29",true,{"@type":101,"interactionType":102,"userInteractionCount":81},"InteractionCounter",{"@type":103},"ViewAction",{"@type":105,"mainEntity":106},"FAQPage",[107,113,117],{"name":108,"@type":109,"acceptedAnswer":110},"What design standards does the H-1011 pedestrian ramp follow?","Question",{"text":111,"@type":112},"The H-1011 standard complies with the Americans with Disabilities Act (ADA) 2010 and the Public Right-of-Way Accessibility Guidelines (PROWAG) 2011.","Answer",{"name":114,"@type":109,"acceptedAnswer":115},"What are the slope requirements for side flares in pedestrian paths?",{"text":116,"@type":112},"Where a side flare adjoins a pedestrian circulation path, the maximum slope is 9.5%. If the side adjoins a non-walkable area, the maximum slope is 25% or a sidewalk curb may be utilized.",{"name":118,"@type":109,"acceptedAnswer":119},"How are ramp cases categorized in this standard?",{"text":120,"@type":112},"The standard categorizes ramps into five corner cases (C1-C5), two midblock cases (M1, M2), two island/median cases (IM1, IM2), and three temporary cases (T1-T3).","https://schema.org",{"og:url":83,"og:type":123,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":125,"canonical":83},"index,follow",{"doc_id":127,"site_id":62},663954,1793235197,{"code":4,"msg":5,"data":130},{"doc_id":127,"user_id":131,"nickname":92,"user_avatar":132,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":138,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":128,"read_time":143},962090760408,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","REVISED STANDARD DRAWING \\#H-1011  \nConstruction Advisory Council Meeting  \nJanuary 27, 2021  \n[https://](https://www.nycpedramps.info)[www.nycpedramps.info](https://www.nycpedramps.info)  \nPRESENTATION CONTENTS  \n• Highlights  \n• General Notes  \n• Case Side Treatments  \n• Corner Cases  \n• Midblock Cases  \n• Island Cases  \n• Temporary Cases  \n• Miscellaneous Details & Examples  \n• D.W.S.  \nH-1011: PEDESTRIAN RAMP OVERVIEW  \n• In compliance with ADA2010 and PROWAG 2011  \n• New standard cases:  \n• Five corner cases: C1, C2, C3, C4, and C5  \n• Two midblock cases: M1, M2  \n• Two island/median cases: IM1, IM2  \n• Three temporary cases: T1, T2, T3  \n• Detectable Warning Surface (D.W.S.) requirements  \n• Curb type varies  \n• Steel faced curb at ramps – now in new standard detail H-1060  \n• Sidewalk Curb also in new standard detail H-1060  \n• New side treatment options  \nH-1011 GENERAL NOTES  \n• Slope Limits  \n• Glossary  \n• General Notes  \n• Construction Notes  \n• Design and Field Layout Notes  \n• Case Selection Notes  \n• Including: technical infeasibilities, construction inspection  \nSIDE  TREATMENT OPTIONS  \n• Shown for most cases  \n• Where side adjoins pedestrian circulation path-9.5% Max side flare  \n• Where side adjoins nonwalkable area – 25% max side flare or sidewalk curb  \n• As directed by the engineer  \nDRAFT 6  \nSIDE  TREATMENT OPTIONS-EXAMPLES  \nCASE C1-PERPENDICULAR  \n• Evolved from previous Case I and Case III  \n• Pedestrian circulation path (PCP) 8 feet wide or greater  \n• Transition ramps as directed by engineer  \nDRAFT 8  \nCASE C1 – PERPENDICULAR-EXAMPLES  \nCASE C2 – DIRECTIONAL  \n• Similar to case C1, ramp alignment skewed from curb  \n• Bottom grade break must be perpendicular to ramp run  \n• Pedestrian circulation path 8’-0” wide or greater  \n• Transition ramps where directed by engineer  \n10  \nDRAFT","cbCaivwFEbbC6fRT","https://ap.wps.com/l/cbCaivwFEbbC6fRT","pdf",3634709,32,"English","# Pedestrian Ramp Overview\n## Compliance Standards\n## Standard Ramp Cases\n# General Notes and Design Specifications\n## Slope Limits and Layout Requirements\n## Side Treatment Options\n## Construction and Inspection Notes","[{\"question\":\"What design standards does the H-1011 pedestrian ramp follow?\",\"answer\":\"The H-1011 standard complies with the Americans with Disabilities Act (ADA) 2010 and the Public Right-of-Way Accessibility Guidelines (PROWAG) 2011.\"},{\"question\":\"What are the slope requirements for side flares in pedestrian paths?\",\"answer\":\"Where a side flare adjoins a pedestrian circulation path, the maximum slope is 9.5%. If the side adjoins a non-walkable area, the maximum slope is 25% or a sidewalk curb may be utilized.\"},{\"question\":\"How are ramp cases categorized in this standard?\",\"answer\":\"The standard categorizes ramps into five corner cases (C1-C5), two midblock cases (M1, M2), two island/median cases (IM1, IM2), and three temporary cases (T1-T3).\"}]","Pedestrian Ramp Design Guidance - Revised Standard Drawing H-1011 | PDF",81]