[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-651059-105":59,"doc-detail-651059-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","spanish-fork-south-irrigation-company-typical-drawings-sheet-index","Spanish Fork South Irrigation Company - Typical Drawings - Sheet Index","","Typical drawings and sheet index for Spanish Fork South Irrigation Company, presenting a catalog of standard facility elements intended to illustrate acceptable facility types. The drawings include sheet listings for covers, inlet and trashrack components, transitions between open ditch and pipe, weir structures, flumes, diversion boxes, directional drilling bedding, box culvert details, open cut and concrete liner items, large diameter pipe details, turnout and fence details. A disclaimer limits direct use in final design and assigns responsibility to the stamped applicant design engineer.",{"@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/spanish-fork-south-irrigation-company-typical-drawings-sheet-index/651059/",{"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/spanish-fork-south-irrigation-company-typical-drawings-sheet-index/651059.png","ImageObject",300,407,{"name":92,"@type":93},"BigDaveOnline","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":14},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What is the purpose of these typical drawings?","Question",{"text":112,"@type":113},"They are intended to show the type of facility(ies) acceptable to the SFSIC and to illustrate standard facility types.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Can the drawings be used directly for facility design?",{"text":117,"@type":113},"No. They are not intended to be used directly in the design of facilities because each encroachment/crossing has unique circumstances, dimensions, and design criteria.",{"name":119,"@type":110,"acceptedAnswer":120},"Who is responsible for ensuring each crossing is designed properly?",{"text":121,"@type":113},"The Applicant’s Design Engineer, who will stamp the drawing, is responsible for ensuring each crossing is designed properly.","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},651059,1792961268,{"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":14,"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},962090896214,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","| Spanish Fork South Irrigation Company\u003Cbr>Typical Drawings\u003Cbr>Sheet Index\u003Cbr>Disclaimer:\u003Cbr>The Drawings Provided in These Standards are Only Intended to Show the Type of Facility(ies) That Will be Acceptable to the SFSIC.\u003Cbr>These Are Not Intended to be Used Directly in the Design of Facilities as Each Encroachment/Crossing Has its Own Unique Circumstance, Dimensions, Design Criteria, etc. It is the Responsibility of the Applicant’s Design Engineer, Who Will Stamp the Drawing, to Ensure that Each Crossing is Designed Properly.\u003Cbr>1 Cover Sheet\u003Cbr>2 Trashrack and Inlet Structure\u003Cbr>3 Open Ditch to Pipe Transition and Structure\u003Cbr>4 Weir Turnout Gate\u003Cbr>5 3−Foot Cipolletti Weir\u003Cbr>6 1−Foot Parshall Flume\u003Cbr>7 90° V−Notch Weir\u003Cbr>8 Irrigation Turnout−Diversion Box\u003Cbr>9 Directional Drilling Pipe Bedding Details\u003Cbr>10 Box Culvert Details\u003Cbr>11 Open Cut Details\u003Cbr>12 Concrete Liner\u003Cbr>13 Large Diameter Pipe Details\u003Cbr>14 Turnout Details\u003Cbr>15 Fence Details | Spanish Fork South\u003Cbr>Irr igat ion Company |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |\n|  | | November 2, 2023 | |  |  |  |\n|  |  |  |  |  |  |  |\n|  | | |  |  |  |  |\n|  |  |  |  | |  |  |\n|  | | |  | |  |  |\n|  |  |  |  | |  |  |\n|  |  |  |  |  |  |  |\n|  | | |  |  |  |  |\n|  | | |  |  |  |  |\n|  |  |  |  | |  |  |\n|  |  |  |  |  |  |  |\n|  | | |  | |  |  |\n|  |  |  |  | |  |  |\n|  | |  |  |  |  |  |\n|  | |  |  |  |  | 21073 |\n|  | SHEET\u003Cbr>OF\u003Cbr>|  |  |  |  |  |\n\n\n| 8\"\u003Cbr>6\" Min. Each Side\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Place 6\"−12\" Dia. Riprap to 3’ ~~ ~~ Upstream of New Structure\u003Cbr>Existing Ground \u003Cbr>  Anchor Bolts to be a Minimum of 3\"Above top of Outside Diameter of Pipe\u003Cbr>~~ ~~ 8\" Min. From Top of Grate to Top of Wall\u003Cbr> 2  Grate Frame\u003Cbr> 2 Detail\u003Cbr>\u003Cbr>~~ ~~ Existing Top of Bank\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>42\u003Cbr>\u003Cbr>32\u003Cbr>\u003Cbr>52\u003Cbr>\u003Cbr>2\u003Cbr>Varies\u003Cbr>6\"Varies\u003Cbr>18\"\u003Cbr>Disclaimer:\u003Cbr>~~ ~~N~~I~~nTleSt~~ ~~Structure~~ ~~Profile\u003Cbr>The Drawings provided in these Standards are only intended to show the type of Facility(ies) that will be acceptable to the SFSIC. These are not intended to be used directly in the design of Facilities as each encroachment/crossing has its own unique circumstance, dimensions, design criteria, etc. It is the responsibility of the Applicant’s Design Engineer, who will\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Welded Galvanized\u003Cbr>Grating 2\" Max. Spacing\u003Cbr>1 ~~ ~~GNrTaSte~~ ~~Detail~~ ~~\u003Cbr>\u003Cbr>\u003Cbr>  Varies  \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>2\" x 2\" x 14\" Angle Iron Frame Welded at the Corners\u003Cbr>12\" 316SS Anchor Bolts (Typ.)\u003Cbr>2 ~~ ~~GNrTaSte~~ ~~Frame~~ ~~Detail\u003Cbr>\u003Cbr>Trashrack Connection Detail\u003Cbr>Trashrack Connection Detail\u003Cbr>stamp the drawing, to ensure that each crossing is designed properly.\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>2\" x 2\" x 1\u003Cbr>\u003Cbr>\"\u003Cbr>4 Angle Iron\u003Cbr>\u003Cbr>2\" x 2\"x 1 \u003Cbr>4 \" Angle Iron\u003Cbr>\u003Cbr>2\" x 1 \u003Cbr>4 \" Steel Bar\u003Cbr>\u003Cbr>1− 1\u003Cbr>\u003Cbr>2\" Dia. Sch. 80 Steel Pipe @ 4\" O.C.\u003Cbr>\u003Cbr>Varies\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Varies\u003Cbr>\u003Cbr>\u003Cbr>52\u003Cbr>\u003Cbr>52\u003Cbr>Varies Varies\u003Cbr>Varies\u003Cbr>Trashrack Connection Detail\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Notes:\u003Cbr>4 ~~ ~~TNrTaSshrack~~ ~~Detail\u003Cbr>\u003Cbr>1. If Box is Cast in Place, Rebar to Be Placed at 12 Inches On Center (O.C.) Each Way (E.W.) Minimum.\u003Cbr>2. All Pipes Into Box Shall Be Grouted and Watertight.\u003Cbr>3. Submit to Canal Company Engineer For Approval.\u003Cbr>4. Entire Trashrack to Be Hot Dipped Galvanized.\u003Cbr>5. Minimum Two Grates to Be Installed. Submit to Canal Company Engineer For Approval.\u003Cbr>Table 1 For Detail~~ 52 ~~\u003Cbr>\u003Cbr>Trashrack Connections Required Pipe Size Number of Connections Required 24\"\u003Cbr>30\" 4 5\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>12\" 316SS Anchor Bolts (Typ.)\u003Cbr>Grate\u003Cbr>2\" x 2\" x 14 \" Angle Iron Frame Welded at the Corners\u003Cbr>2 12\" Min. Embedment\u003Cbr>\u003Cbr>\u003Cbr>3 ~~ ~~GNrTaSte~~ ~~Connection~~ ~~Detail\u003Cbr>\u003Cbr>\u003Cbr>5 ~~ ~~TNrTaSshrack~~ ~~Connection~~ ~~Detail\u003Cbr>| Spanish Fork South\u003Cbr>Irr igat ion Company |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |  |  |  |  |\n|  | |  | ","cbCaimyHjjNxN6CS","https://ap.wps.com/l/cbCaimyHjjNxN6CS","pdf",1575552,15,"English","# Sheet Index\n## Cover Sheet\n## Trashrack and Inlet Structure\n## Open Ditch to Pipe Transition and Structure\n## Weir Turnout Gate\n## 3−Foot Cipolletti Weir\n## 1−Foot Parshall Flume\n## 90° V−Notch Weir\n## Irrigation Turnout−Diversion Box\n## Directional Drilling Pipe Bedding Details\n## Box Culvert Details\n## Open Cut Details\n## Concrete Liner\n## Large Diameter Pipe Details\n## Turnout Details\n## Fence Details","[{\"question\":\"What is the purpose of these typical drawings?\",\"answer\":\"They are intended to show the type of facility(ies) acceptable to the SFSIC and to illustrate standard facility types.\"},{\"question\":\"Can the drawings be used directly for facility design?\",\"answer\":\"No. They are not intended to be used directly in the design of facilities because each encroachment/crossing has unique circumstances, dimensions, and design criteria.\"},{\"question\":\"Who is responsible for ensuring each crossing is designed properly?\",\"answer\":\"The Applicant’s Design Engineer, who will stamp the drawing, is responsible for ensuring each crossing is designed properly.\"}]","Spanish Fork South Irrigation Company - Typical Drawings - Sheet Index | PDF",1792858994,38]