[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-662959-105":3,"detail-sidebar-cat-0-en-105":80,"doc-detail-662959-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":73,"head_meta":75,"extra_data":77,"updated_unix":79},105,"en","requirements-for-as-built-drawings-subtitle","Requirements for As-Built Drawings - Subtitle","","Requirements specify detailed, verifiable content for subdivision and site plan as-built drawings to ensure construction aligns with city regulations and approved plans. The scope covers sanitary and storm systems, including plan/profile sheets, verified dimensions and radii, roadway elevations at grade changes and intervals, pipe invert and inlet elevations, material and size verification, and stormwater topographic features. Retention areas must include measured elevations, dimensions, and retention volume calculations, while overflow weirs and skimmers, swale centerlines, and sanitary structures require verified dimensions and as-built labeling.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/requirements-for-as-built-drawings-subtitle/662959/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/requirements-for-as-built-drawings-subtitle/662959.png","ImageObject",300,407,{"name":42,"@type":43},"QWQ","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":52,"interactionType":53,"userInteractionCount":33},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What information must be included on subdivision as-built drawings for roads and sanitary sewer lines?","Question",{"text":62,"@type":63},"Plan and profile sheets are required for all roads and sanitary sewer lines, showing manholes, inlets, and pipe crossings, and identifying sanitary lines and other buried utilities that cross or are within ten feet of sewer lines.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"How should roadway elevations and centerline profiles be recorded?",{"text":67,"@type":63},"Roadway elevations must be recorded at all grade changes and at 100-foot intervals along streets, including street centerline and curb invert elevations, and showing the as-built centerline profile for comparison to design grade lines.",{"name":69,"@type":60,"acceptedAnswer":70},"What retention area data must be recorded and what calculations are required?",{"text":71,"@type":63},"Retention areas must have top-of-bank and bottom elevations recorded, with actual measurements and dimensions for the size of all retention areas. Separate calculations must be submitted to indicate required and provided retention volumes.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},662959,1793223936,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":88,"show_sort_weight":89,"slug":90},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":92,"show_sort_weight":93,"slug":94},"Exam",70,"exam",{"id":96,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},5,"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},6,"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":96,"slug":129},19,"General","general",{"code":4,"msg":81,"data":131},{"doc_id":78,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":33,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":30,"language":139,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":12,"update_tm":79,"read_time":111},962094510011,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","| REQUIREMENTS FOR AS‐BUILT DRAWINGS\u003Cbr>IN ORDER TO ENSURE THAT NEW SUBDIVISIONS AND SITE PLANS ARE CONSTRUCTED SUBSTANTIALLY IN ACCORDANCE WITH CITY REGULATIONS AND THE APPROVED DRAWINGS, THE FOLLOWING INFORMATION IS REQUIRED ON ALL SUBDIVSION AS‐BUILT DRAWINGS.\u003Cbr>1. INDIVIDUAL PLAN AND PROFILE SHEETS FOR ALL ROADS AND SANITARY SEWER LINES, SHOWING MANHOLES, INLETS, AND PIPE CROSSINGS. PLAN AND PROFILE SHEETS SHALL SHOW SANITARY LINES AND ALL OTHER BURIED UTILITIES THAT CROSS SEWER LINES, AND ANY THAT PARALLEL AND ARE WITHIN TEN FEET OF SANITARY SEWER LINES. PLAN VIEWS SHALL BE DRAWN AT A SCALE OF ONE (1) INCH EQUAL TO FORTY (40) FEET HORIZONTAL. PROFILES SHALL BE DRAWN AT ONE (1) INCH EQUAL TO FOUR (4) FEET VERTICAL.\u003Cbr>2. PAVEMENT AND CURB WIDTHS SHALL BE VERIFIED AND DIMENSIONED FOR EACH STREET AT EACH BLOCK. (FOR SUBDIVISIONS) AND AS APPROPRIATE TO CONFIRM PAVING LIMITS (ON SITE PLANS) .\u003Cbr>3. ALL RADII AT INTERSECTIONS SHALL BE VERIFIED AND DIMENSIONED. THIS INFORMATION IS TO BE CLEARLY INDICATED ON THE AS‐BUILT.\u003Cbr>4. ROADWAY ELEVATIONS SHALL BE RECORDED AT ALL GRADE CHANGES, 100' INTERVALS LONG ROADWAY, AND OTHER INTERVALS AS NEEDED ALONG ALL STREETS. STREET CENTERLINE AND CURB INVERT ELEVATIONS SHALL BE RECORDED AS NOTED. THE AS‐BUILT CENTERLINE PROFILE OF ALL STREETS SHALL ALSO BE SHOWN ON THE PLAN AND PROFILE SO IT MAY BE COMPARED TO THE DESIGN PROFILE GRADE LINES. IN THE EVENT THAT THE AS‐BUILT CENTERLINE LONGITUDINAL GRADE DOES NOT MEET THE CITY MINIMUM STANDARDS, ADDITIONAL LONGITUDINAL GRADES OF THE ADJACENT CURBING AND SIMILAR ROADWAY CROSS‐SECTION SURVEYS TO VERIFY THE CORRECT CROSS SLOPE, SHALL BE REQUIRED TO VERIFY THAT THE SYSTEM WILL FUNCTION AS ORIGINALLY DESIGNED.\u003Cbr>5. STORM DRAINAGE STRUCTURES SHALL BE LOCATED AND / OR DIMENSIONED FROM CENTERLINES OR LOT LINES AS APPROPRIATE.\u003Cbr>6. STORM DRAINAGE PIPE INVERT AND INLET ELEVATIONS SHALL BE RECORDED AND CLEARLY DENOTED AS AS‐BUILT INFORMATION. DESIGN ELEVATIONS SHALL BE CROSSED OUT AND AS‐BUILT INFORMATION WRITTEN NEXT TO IT.\u003Cbr>7. STORM DRAINAGE PIPE MATERIAL, LENGTH, AND SIZE SHALL BE MEASURED AND / OR VERIFIED. THIS INFORMATION IS TO BE CLEARLY INDICATED AS BEING AS‐BUILT INFORMATION.\u003Cbr>8. ALL APPLICABLE TOPOGRAPHIC INFORMATION PERTINENT TO THE ON‐SITE DRAINAGE SYSTEM, SUCH AS DITCHES, SWALES, LAKES, CANALS, ETC. THAT ARE DEEMED NECESSARY BY THE CITY TO VERIFY THE FUNCTIONAL PERFORMANCE OF THE STORMWATER SYSTEM, SHALL BE NOTED. NORMALLY, RECORDING ELEVATIONS EVERY 100 FEET AT THE TOP OF BANK AND TOE OF SLOPE WILL BE REQUIRED. MEASUREMENTS SHALL BE TAKEN AND RECORDED IN ORDER TO ACCURATELY TIE DOWN THESE FEATURES TO THE ROADWAY CENTERLINES AND TO PLAT LINES WHENEVER POSSIBLE, CONTOUR LINES SHALL BE UTILIZED TO GRAPHICALLY DESCRIBE THESE TOPOGRAPHIC FEATURES.\u003Cbr>9. RETENTION AREAS SHALL HAVE THEIR TOP‐OF BANK AND BOTTOM ELEVATIONS RECORDED. ACTUAL MEASUREMENTS SHALL BE TAKEN AND DIMENSIONS RECORDED OF THE SIZE OF ALL RETENTION AREAS. MEASUREMENTS SHALL BE DONE FROM TOP‐OF‐BANK TO TOP‐OF‐BANK WITH SIDE SLOPES INDICATED. SEPARATE CALCULATIONS SHALL BE SUBMITTED TO INDICATE REQUIRED AND PROVIDED RETENTION VOLUMES.\u003Cbr>10. ACTUAL MATERIALS USED AND ELEVATIONS AND DIMENSIONS OF OVERFLOW WEIR STRUCTURES AND SKIMMERS SHALL BE NOTED ON THE AS‐BUILT.\u003Cbr>11. STORM DRAINAGE SWALE CENTERLINES SHALL BE LOCATED AND ELEVATIONS OF FLOW LINE AND TOP OF BANKSHALL BE RECORDED EVERY 100 FEET. SIDE SLOPES SHALL ALSO BE INDICATED. |  |  |  |\n| --- | --- | --- | --- |\n|  | | STANDARD CONSTRUCTION DETAIL REQUIREMENTS FOR AS‐BUILTS DRAWINGS\u003Cbr>REV. 12/08 | FILE NAME\u003Cbr>M1.DOC |\n|  |  |  | DETAIL REF:\u003Cbr>M‐1 |\n\n\n| REQUIREMENTS FOR AS‐BUILT DRAWINGS (CONT’D)\u003Cbr>IN ORDER TO ENSURE THAT NEW SUBDIVISIONS AND SITE PLANS ARE CONSTRUCTED SUBSTANTIALLY IN ACCORDANCE WITH CITY REGULATIONS AND THE APPROVED DRAWINGS, THE FOLLOWING INFORMATION IS REQUIRED ON ALL SUBDIVSION AS‐BUILT DRAWINGS.\u003Cbr>12. SANITARY SEWER MANHOLES SHALL BE VERIFIED AND DIMENSIONED FROM STREET CENTERLINES OR LOT LINE","cbCaiizzKMsZTUxU","https://ap.wps.com/l/cbCaiizzKMsZTUxU","pdf",75488,"English","# Requirements for As-Built Drawings\n## Sanitary sewer plan/profile and structures\n## Storm drainage plan elements, elevations, and materials\n## Roadway elevations and grading comparisons\n## Topographic, retention, and related stormwater features","[{\"question\":\"What information must be included on subdivision as-built drawings for roads and sanitary sewer lines?\",\"answer\":\"Plan and profile sheets are required for all roads and sanitary sewer lines, showing manholes, inlets, and pipe crossings, and identifying sanitary lines and other buried utilities that cross or are within ten feet of sewer lines.\"},{\"question\":\"How should roadway elevations and centerline profiles be recorded?\",\"answer\":\"Roadway elevations must be recorded at all grade changes and at 100-foot intervals along streets, including street centerline and curb invert elevations, and showing the as-built centerline profile for comparison to design grade lines.\"},{\"question\":\"What retention area data must be recorded and what calculations are required?\",\"answer\":\"Retention areas must have top-of-bank and bottom elevations recorded, with actual measurements and dimensions for the size of all retention areas. Separate calculations must be submitted to indicate required and provided retention volumes.\"}]","Requirements for As-Built Drawings - Subtitle | PDF"]