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Provides concrete and layer build-ups (e.g., Concrete ST3, base and sub-base), dimensional notes in millimetres, and cut/fill requirements for different kerb construction sequences. Includes dowel bar placement guidance, references to related Drg No SD/1100/01 and SD/1100/02, and notes on trimming to limit reflective cracking to footways.",{"@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/kerbs-and-footways-construction-details-kerbs-channels-and-footway-edgings/662630/",{"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/kerbs-and-footways-construction-details-kerbs-channels-and-footway-edgings/662630.png","ImageObject",300,407,{"name":92,"@type":93},"Eliana","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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 does the drawing specify for kerb construction sequences?","Question",{"text":112,"@type":113},"It distinguishes between construction A (kerb base, kerb, and kerb backing laid before concrete sets) and construction B (kerb base set prior to laying kerb and kerb backing). It also covers BN “dropped” kerb arrangements and the HB3 kerb condition.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which concrete and layers are indicated for the kerb and edging build-up?",{"text":117,"@type":113},"The drawing references Concrete ST3 and includes base and sub-base layers, with depth varies notes where applicable. It also provides binder-course and surface-course components for footway edging.",{"name":119,"@type":110,"acceptedAnswer":120},"How are dowel bars and their spacing defined?",{"text":121,"@type":113},"The drawing calls for 16 dowel bars and states spacing at 450 centres. It also notes conditions affecting dowel length relative to the kerb base when construction B is used.","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},662630,1793221163,{"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":8,"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":129,"read_time":81},4398048949847,"https://ap-avatar.wpscdn.com/avatar/400002536579ef2da7f?_k=1778318612642679267","| 125 x 255 HB2 kerb\u003Cbr>125 x 255 SP kerb\u003Cbr>\u003Cbr>Concrete ST3\u003Cbr>Base\u003Cbr>Sub-base\u003Cbr>depth varies\u003Cbr>see Note 3\u003Cbr>\u003Cbr>150min 75 70\u003Cbr>CUT\u003Cbr>FILL\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>150\u003Cbr>75\u003Cbr>150275\u003Cbr>see Note 4\u003Cbr>Surface Course\u003Cbr>Binder Course\u003Cbr>Cement mortar 10-40 thick\u003Cbr>Base\u003Cbr>Sub-base (see Note 2)\u003Cbr>75\u003Cbr>150\u003Cbr>150\u003Cbr>\u003Cbr>1. All dimensions are in millimetres unless otherwise stated.\u003Cbr>2. For Notes see Drg No SD/1100/01 .\u003Cbr>\u003Cbr>\u003Cbr>16 dowel bars\u003Cbr>depth varies\u003Cbr>Concrete ST3\u003Cbr>see Note 3\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>530\u003Cbr>FILL\u003Cbr>75 70\u003Cbr>75 70\u003Cbr>150min varies 100\u003Cbr>150min\u003Cbr>CUT\u003Cbr>CUT\u003Cbr>FILL\u003Cbr>HB2 & SP KERB-CONSTRUCTION A\u003Cbr>(Kerb base, kerb and kerb backing laid before concrete sets)\u003Cbr>125 x 150 BN kerb\u003Cbr>see Note 5\u003Cbr>\u003Cbr>Concrete ST3\u003Cbr>\u003Cbr>\u003Cbr>depth varies\u003Cbr>see Note 3\u003Cbr>150min 75 70\u003Cbr>CUT\u003Cbr>FILL\u003Cbr>BN 'DROPPED' KERB-CONSTRUCTION A\u003Cbr>(If construction B is used the 16 dowel bars are 150 long with 50 above kerb base)\u003Cbr>at 450 centres\u003Cbr>HB2 & SP KERB-CONSTRUCTION B\u003Cbr>(Kerb base set prior to laying\u003Cbr>kerb and kerb backing)\u003Cbr>\u003Cbr>50 x 150 EF footway edging\u003Cbr>\u003Cbr>Topsoil\u003Cbr>2Fotway  Surface Course\u003Cbr>\u003Cbr>\u003Cbr>Binder Course Concrete ST3\u003Cbr>Sub-base\u003Cbr>\u003Cbr>15080 80\u003Cbr> 100 50  200 \u003Cbr>Concrete to be trimmed as shown to prevent reflective cracking to footway\u003Cbr>FOOTWAY EDGING EF-150 (For EF-200 and EF-250 see Drg No SD/1100/02 )\u003Cbr>\u003Cbr>HB2 & SP KERB WITH CS1 CHANNEL CONSTRUCTION B\u003Cbr>125 x 150 HB3 kerb\u003Cbr>\u003Cbr>\u003Cbr>see Note 4  Surface Course \u003Cbr>Binder Course   \u003Cbr>Existing Road Surface\u003Cbr>\u003Cbr>60 40\u003Cbr>16 dowel bars 275 at 450 centres\u003Cbr>\u003Cbr>HB3 KERB\u003Cbr>(Kerb laid above existing carriageway surface)\u003Cbr>c Crown copyright 2015. All rights reserved. Use of this image is limited to viewing on-line and printing one copy. Leicestershire County Council. 100019271. |  |  |  |\n| --- | --- | --- | --- |\n| \u003Cbr>TITLE:\u003Cbr>\u003Cbr>KERBS AND FOOTWAYS\u003Cbr>CONSTRUCTION DETAILS-KERBS, CHANNELS AND FOOTWAY EDGINGS\u003Cbr>|  |  | |\n|  |  |  |  |\n|  |  |  |  |\n|  | 0 | 01.04.2024 | Supersedes Dwg. SD/11/2-September 2002 |\n|  | Rev | Date | Notes on Revision |","cbCaidQdtsc0dZMD","https://ap.wps.com/l/cbCaidQdtsc0dZMD","pdf",381352,"English","# Kerbs and footways construction details\n## HB2 & SP kerb construction A\n## BN dropped kerb\n## HB2 & SP kerb construction B\n## EF footway edging","[{\"question\":\"What does the drawing specify for kerb construction sequences?\",\"answer\":\"It distinguishes between construction A (kerb base, kerb, and kerb backing laid before concrete sets) and construction B (kerb base set prior to laying kerb and kerb backing). It also covers BN “dropped” kerb arrangements and the HB3 kerb condition.\"},{\"question\":\"Which concrete and layers are indicated for the kerb and edging build-up?\",\"answer\":\"The drawing references Concrete ST3 and includes base and sub-base layers, with depth varies notes where applicable. It also provides binder-course and surface-course components for footway edging.\"},{\"question\":\"How are dowel bars and their spacing defined?\",\"answer\":\"The drawing calls for 16 dowel bars and states spacing at 450 centres. It also notes conditions affecting dowel length relative to the kerb base when construction B is used.\"}]","KERBS AND FOOTWAYS - CONSTRUCTION DETAILS - KERBS, CHANNELS AND FOOTWAY EDGINGS | PDF"]