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The plans provide a structured index of sheet contents (typical cross sections, plat, plan and profile, erosion control, pavement markings, soil borings, layout, and bridge component details). Additional documentation covers approach slab details, pier and superstructure details, railing and screeds, recommended for approval design and drawing data, plus revision tracking and typical incidental/cross-section references.",{"@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/bridge-347-final-plans-plan-index-and-bridge-detail-sheets/649515/",{"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/bridge-347-final-plans-plan-index-and-bridge-detail-sheets/649515.png","ImageObject",300,407,{"name":92,"@type":93},"jayni","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-24",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 project components are listed in the sheet index?","Question",{"text":112,"@type":113},"The index enumerates typical cross sections, plat, maintenance of traffic detour, plan and profile, erosion control, pavement markings, soil borings, layout, general plan, end bent details, pier details, superstructure details, railing details, screeds, approach slab details, bridge summary, road summary, and cross sections.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How do the plans address utilities and fiber optic communications?",{"text":117,"@type":113},"They include utility communications contact and address information, and show fiber optic locations using stationing and directional/azimuth and marker notes tied to the survey line.",{"name":119,"@type":110,"acceptedAnswer":120},"What drawing and approval information is included?",{"text":121,"@type":113},"The sheets contain a recommended-for-approval section with design engineer and date, department information (Elkhart County), horizontal/vertical scale fields, designed/drawn/checked sign-offs, and a bridge file reference.","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},649515,1792900631,{"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":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":144,"read_time":145},3985747859343,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| UTILITIES COMMUNICATIONS:\u003Cbr>BRIGHTSPEED\u003Cbr>6000 FAIRVIEW RD, SUITE 1200 CHARLOTTE, NC 28210\u003Cbr>(916) 204-8802\u003Cbr>CONTACT: JORDON HOWELL\u003Cbr>JHOWELL@BRYLER.COM\u003Cbr>FIBER OPTIC:\u003Cbr>SURF INTERNET 3325 MIDDLEBURY ST ELKHART, IN 46516\u003Cbr>(574) 575-4766,(574) 304-0581\u003Cbr>CONTACT: STEVE GRAVES\u003Cbr>SGRAVES@SURFINTERNET.COM\u003Cbr>R\u003Cbr>Know what's \u003Cbr>\u003Cbr>\u003Cbr>Az=261° 26.52'\u003Cbr>E. Face of Pwp\u003Cbr>S. Face of 4\"x4\" Wood Post\u003Cbr>Az=125° 43.84\u003Cbr>Mag Nail w/ \"Loch\"Washer\u003Cbr>\u003Cbr>Az=59° 22.69' \\#600 P.O.T. 11+50 .00 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>INDEX SHEET NO. SUBJECT 1 TITLE 2 INDEX 3-4 TYPICAL CROSS SECTIONS 5 PLAT NO. 1 6 MAINTENANCE OF TRAFFIC DETOUR 7 PLAN AND PROFILE 8 EROSION CONTROL 9 PAVEMENT MARKINGS 10-11 SOIL BORINGS 12 LAYOUT 13-14 GENERAL PLAN 15-16 END BENT DETAILS 17-19 PIER DETAILS 20-22 SUPERSTRUCTURE DETAILS 23 RAILING DETAILS 24 SCREEDS 25-27 APPROACH SLAB DETAILS 28 BRIDGE SUMMARY 29 ROAD SUMMARY 30-34 CROSS SECTIONS\u003Cbr>SURVEY REFERENCE TIES\u003Cbr>\u003Cbr>Az=156° 32.69'\u003Cbr>Az=336° 40.33' \\#601 P.C. 11+93 .84 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>\u003Cbr>Az=294°\u003Cbr>81.43'\u003Cbr>Az=306°\u003Cbr>65.10'\u003Cbr>Mag Nail w/ \"Loch\"Washer\u003Cbr>N. Corner of Utility Handhole\u003Cbr>\u003Cbr>Az=280°\u003Cbr>40.90'\u003Cbr>3/4\" Rebarw/ Red Cap\u003Cbr>\u003Cbr>\\#602 P.I. 12+58 .95 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>Az=30°\u003Cbr>\u003Cbr>Line \"A\"\u003Cbr>Gate Post\u003Cbr>Gate Post Az=57° 31.42'\u003Cbr>Az=136°\u003Cbr>118.15'\u003Cbr>N. Most\u003Cbr>Guardrail\u003Cbr>Post\u003Cbr>\u003Cbr>\\#603 P.T. 13+22 .83 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>REVISIONS SHEET NO. DATE REVISED\u003Cbr>Az=278° 22.97'\u003Cbr>N. Most\u003Cbr>\u003Cbr>Weight Limit Sign Post\u003Cbr>Guardrail\u003Cbr> Post Az=100° 23.66'\u003Cbr>W. Face of\u003Cbr>Tele. Pole Az=118° \u003Cbr>\u003Cbr>71.57'\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Line \"A\" \\#604 P.C. 14+23 .12 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>Az=9° N. Most\u003Cbr>23.75'\u003Cbr>\u003Cbr>SW Corner of SW Wing\u003Cbr>Guard Rail Post\u003Cbr>Az=99° 43.95'\u003Cbr>W. Face of Tele. Pole\u003Cbr>\u003Cbr>\u003Cbr>Line \"A\"\u003Cbr>Wall\u003Cbr>Az=167°\u003Cbr>30.97' \\#605 P.I. 14+56 .56 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>Az=331°\u003Cbr>49.32'\u003Cbr>N. Most\u003Cbr>Guard Rail\u003Cbr>Post\u003Cbr>W. Face of Tele. Pole\u003Cbr>\u003Cbr>Az=243° 23.22'\u003Cbr>SW Corner of\u003Cbr>Az=51°\u003Cbr>20.14'\u003Cbr>\u003Cbr>Line \"A\"\u003Cbr>SW Wing Wall\u003Cbr>\\#606 P.T. 14+89 .39 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>Az=338° 37.61'\u003Cbr>\u003Cbr>S. Face of Tele. Pole\u003Cbr>Az=283° 62.66'\u003Cbr>SE Corner of SE Wing Wall\u003Cbr>\u003Cbr>Az=253°\u003Cbr>Guard Rail Post 5th 8.77'\u003Cbr>From East End\u003Cbr>\u003Cbr>\\#608 P.I. 16+09 .37 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>Weight Limit Sign Post\u003Cbr>\u003Cbr>\u003Cbr>Fiber Optic Marker Post\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Az=38° 22.84'\u003Cbr>Az=255°\u003Cbr>65.10'\u003Cbr>Az=98° 41.23'\u003Cbr>Line\u003Cbr>\"A\"\u003Cbr>\u003Cbr>\u003Cbr>Guard Rail Post 5th From East End \\#609 P.T. 16+58 .63 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>W. Face of 6\" Wood Post\u003Cbr>Az=63° 69.38'\u003Cbr>\u003Cbr>Line \"A\"\u003Cbr>Center of Az=248° Utility\u003Cbr>91.32 Handhole\u003Cbr>Az=88° 66.53'NW Corner of Mailbox\u003Cbr>Post\u003Cbr>\u003Cbr>\\#610 P.O.T. 18+50 .00 Line \"A\"Set Mag w/ \"Loch\" Washer\u003Cbr>\u003Cbr>Az=86°\u003Cbr>\u003Cbr>31.75'\u003Cbr>SE Corner of SE Wing Wall\u003Cbr>Az=219°\u003Cbr>24. 14' Az=133°\u003Cbr>W. Face of Tele. Pole\u003Cbr>\u003Cbr>Line \"A\"\u003Cbr>51.49'Guard Rail Post 5th From East End \\#607 P.C. 15+53 .03 Line \"A\"Set Mag w/ \"Loch\" Washer |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  | RECOMMENDED FOR APPROVAL\u003Cbr>DESIGN ENGINEER\u003Cbr>\u003Cbr>6/02/2026 DATE |  |  | DEPARTMENT OF HIGHWAY\u003Cbr>ELKHART COUNTY | HORIZONTAL SCALE | BRIDGE FILE |\n|  |  |  |  |  |  |  | N/A | 20-00347 B |\n|  |  |  |  |  |  |  | VERTICAL SCALE | DESIGNATION |\n|  |  |  |  |  |  |  | N/A | N/A |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  | DESIGNED:  SSR  | DRAWN: CJF |  | INDEX |  | SHEET |\n|  |  |  |  |  |  |  |  | 2\u003Cbr>of\u003Cbr>34 |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  | CHECKED:  MCLT  | CHECKED:  SSR  |  |  |  | CONTRACT |\n|  |  |  |  |  |  |  |  | N/A |\n|  |  |  |  |  |  |  |  |  |\n\n| |  | Existing Ground ~~ ~~ | | \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>TYPICAL INCIDENTAL SECTION\u003Cbr>Varies 0'-0\" to 15'-0\"\u003Cbr>Varies 0'-0\" to 15'-0\"\u003Cbr>Varies, 2'-0\"Min.\u003Cbr>\u003Cbr>\u003Cbr>Varies, 2'-0\"Min.\u003Cbr>\u003Cbr>\u003Cbr>M\u003Cbr>\u003Cbr>R\u003Cbr>\u003Cbr>W\u003Cbr>\u003Cbr>W\u003Cbr>App . Ex . R/W\u003Cbr>App . Ex ","cbCaitWYYbv96qWr","https://ap.wps.com/l/cbCaitWYYbv96qWr","pdf",15602561,34,"English","# Index Sheet\n## Typical Cross Sections\n## Maintenance of Traffic Detour\n## Plan and Profile\n## Erosion Control\n## Pavement Markings\n## Soil Borings\n## Layout\n## General Plan\n## End Bent Details\n## Pier Details\n## Superstructure Details\n## Railing Details\n## Screeds\n## Approach Slab Details\n## Bridge Summary\n## Road Summary\n## Cross Sections","[{\"question\":\"What project components are listed in the sheet index?\",\"answer\":\"The index enumerates typical cross sections, plat, maintenance of traffic detour, plan and profile, erosion control, pavement markings, soil borings, layout, general plan, end bent details, pier details, superstructure details, railing details, screeds, approach slab details, bridge summary, road summary, and cross sections.\"},{\"question\":\"How do the plans address utilities and fiber optic communications?\",\"answer\":\"They include utility communications contact and address information, and show fiber optic locations using stationing and directional/azimuth and marker notes tied to the survey line.\"},{\"question\":\"What drawing and approval information is included?\",\"answer\":\"The sheets contain a recommended-for-approval section with design engineer and date, department information (Elkhart County), horizontal/vertical scale fields, designed/drawn/checked sign-offs, and a bridge file reference.\"}]","BRIDGE-347-FINAL-PLANS - Plan Index and Bridge Detail Sheets | PDF",1792800994,86]