[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663296-105":59,"doc-detail-663296-en":130},{"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":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","pcc-roadway-ncdot-roadway-plans-general-notes","PCC Roadway - NCDOT Roadway Plans - General Notes","","General notes for roadway and curb-and-gutter construction define contractor responsibilities for setting curb elevations, maintaining existing pavement unless otherwise noted, and preparing driveway and sidewalk replacements. Requirements specify dimensions, thicknesses, cross slopes and running slopes, turning landing sizes and allowable grades, and transition panels where adjacent slopes exceed limits. Guidance covers drainage structure grade/elevation references, culvert pipe specifications, weep hole construction details, side slope maximums, erosion control sheet references, accessible curb ramp construction per PROWAG and NCDOT standards, and traffic control compliance with NCDOT, MUTCD, WATCH, and the provided traffic control plans.",{"@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/pcc-roadway-ncdot-roadway-plans-general-notes/663296/",{"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/pcc-roadway-ncdot-roadway-plans-general-notes/663296.png","ImageObject",300,407,{"name":92,"@type":93},"Malam Tenang","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":24},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What are the contractor responsibilities for proposed curb elevations and pavement retention?","Question",{"text":112,"@type":113},"Set and adjust proposed curb elevations as necessary to ensure proper longitudinal grade for drainage. Retain existing pavement unless otherwise noted.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What slope and dimension limits apply to sidewalks, driveway areas, and curb ramps?",{"text":117,"@type":113},"Sidewalk cross slopes must not exceed 2.0% and running slopes must not exceed 5.0% (or the adjacent roadway slope at the gutter pan, whichever is greater). Curb ramp running slopes must not exceed 8.3% and ramp length must not exceed 15 feet unless directed; ramp cross slope must not exceed 2.0%.",{"name":119,"@type":110,"acceptedAnswer":120},"How are drainage structures and weep holes to be constructed and controlled?",{"text":121,"@type":113},"Grades, elevations, and locations are approximate and may be adjusted by the engineer. Pipe/box culvert and weep hole requirements include RCP Class III pipe unless noted otherwise, and weep holes constructed as directed with hardware cloth attached using heavy duty construction adhesive.","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},663296,1793226352,{"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":24,"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":144},962093532863,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| |  |  |  |  |  |  | |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |  | |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| GENERAL NOTES |  |  |  |  |  |  |  |  |  | GENERAL NOTES |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | ABBREVIATIONS |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| PROPOSED CURB ELEVATIONS:\u003Cbr>THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED.\u003Cbr>DRIVEWAYS AND SIDEWALKS:\u003Cbr>PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:\u003Cbr> FOR CONCRETE AND ASPHALT DRIVEWAY PAVEMENT SECTIONS\u003Cbr> GRAVEL-SIX INCH INCIDENTAL STONE\u003Cbr>SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER CITY STD. NO. 10.22.\u003Cbr>CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0% .\u003Cbr>RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER.\u003Cbr>A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING DIMENSIONS WILL MATCH SIDEWALK WIDTH.\u003Cbr>THE LANDING ALSO SHALL NOT EXCEED 2.0% SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0% OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE ROADWAY.\u003Cbr>A CROSS SLOPE TRANSITION PANEL MAY BE REQUIRED WHERE PROPOSED SIDEWALK MEETS EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.0% . THE TRANSITION PANEL SHALL NOT EXCEED 2.0% ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR RAMP, AND SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK.\u003Cbr>DRAINAGE STRUCTURES:\u003Cbr>GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTHS ARE REPORTED IN THE CONSTRUCTION DOCUMENTS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND VERTICAL BENDS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED.\u003Cbr>WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED, WEEP HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1~~3~~ OF THE STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR GALVANIZED STEEL NO. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE STRUCTURE WITH HEAVY DUTY CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A POROUS FABRIC BAG FILLED WITH ONE CUBIC |  |  |  |  |  |  |  |  |  | SIDE SLOPES:\u003Cbr>LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER.\u003Cbr>EROSION CONTROL:\u003Cbr>SEE EROSION CONTROL PLANS ON SHEETS EC-1 TO EC-6 BY KIMLEY HORN FOR EROSION CONTROL MEASURES.\u003Cbr>ACCESSIBLE RAMPS AND DEPRESSED CURB:\u003Cbr>THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS DETAILS,\"PROPOSED","cbCaiiuQIszINhzf","https://ap.wps.com/l/cbCaiiuQIszINhzf","pdf",24722320,42,"English","# General Notes\n## Proposed Curb Elevations\n## Driveways and Sidewalks\n## Drainage Structures\n## Side Slopes and Erosion Control\n## Accessible Ramps and Depressed Curb\n## Sawn Cuts\n## Traffic Control\n## Abbreviations","[{\"question\":\"What are the contractor responsibilities for proposed curb elevations and pavement retention?\",\"answer\":\"Set and adjust proposed curb elevations as necessary to ensure proper longitudinal grade for drainage. Retain existing pavement unless otherwise noted.\"},{\"question\":\"What slope and dimension limits apply to sidewalks, driveway areas, and curb ramps?\",\"answer\":\"Sidewalk cross slopes must not exceed 2.0% and running slopes must not exceed 5.0% (or the adjacent roadway slope at the gutter pan, whichever is greater). Curb ramp running slopes must not exceed 8.3% and ramp length must not exceed 15 feet unless directed; ramp cross slope must not exceed 2.0%.\"},{\"question\":\"How are drainage structures and weep holes to be constructed and controlled?\",\"answer\":\"Grades, elevations, and locations are approximate and may be adjusted by the engineer. Pipe/box culvert and weep hole requirements include RCP Class III pipe unless noted otherwise, and weep holes constructed as directed with hardware cloth attached using heavy duty construction adhesive.\"}]","PCC Roadway - NCDOT Roadway Plans - General Notes | PDF",106]