[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663561-105":59,"doc-detail-663561-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","2015-water-system-improvements-project-water-storage-tank","2015 WATER SYSTEM IMPROVEMENTS -  Project  Water Storage Tank","","2015 Water System Improvements documentation for the Crittenden/Livingston Water District focuses on design details and revisions for a 400,000-gallon elevated water storage tank. It includes board and engineering firm information, sheet metadata, and multiple plan and detail views such as inlet pipe discharge, valve vault elements, fence gate and valve setting details, hydrant and silt stop arrangements, and elevation references. Key tank data and general construction notes specify dimensions, elevations, overflow and low-water levels, pipe sizes, and requirements aligned with AWWA D-100 and applicable federal, state, and local codes.",{"@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/2015-water-system-improvements-project-water-storage-tank/663561/",{"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/2015-water-system-improvements-project-water-storage-tank/663561.png","ImageObject",300,407,{"name":92,"@type":93},"Grenda","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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 main project described in the document?","Question",{"text":112,"@type":113},"The document describes 2015 water system improvements centered on a 400,000-gallon elevated water storage tank for the Crittenden/Livingston Water District.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What tank specifications are provided?",{"text":117,"@type":113},"Tank data includes size (400,000 gallons), overflow elevation (745.50), low-water elevation (714.83), top of pier elevation (665.50), heights, diameter, overflow pipe size, and inlet/outlet pipe sizes.",{"name":119,"@type":110,"acceptedAnswer":120},"Which standards and codes govern the work?",{"text":121,"@type":113},"General notes require work to follow the latest revisions of AWWA D-100 and all applicable federal, state, and local codes.","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},663561,1793229299,{"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":24,"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":143},7971474921005,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","# 2015 WATER SYSTEM IMPROVEMENTS\n\nCRITTENDENLIVINGSTON COUNTYWATERDISTRICT400,000 GALLON ELEVATED WATER STORAGE TANK  \nBOARD MEMBERS  \nRandell O'Bryan,ChairmanRonnie Slayden,SuperintendentBill Barrett,Secretary/TreasurerLarry Barnes,CommissionerStephen Hill,CommissionerAlan Hunt,CommissionerJoseph Kaiser,Commissioner  \nSTIGALL ENGINEERING ASSOCIATES,INC.  \nCONSULTING ENGINEERS4117 HILLSBORO PIKE-SUITE 206NASHVILLE,TENNESSEE 37215  \nAP它205000   \nD  \n1  \nOCTOBER 2015  \nRECEIVED  \nAPR 212016  \nWIB  \n0650       \n\n|  | TELEPHONE:(615)460-7515  \u003Cbr>FACSIMILE:(615)460-7517  \u003Cbr>ASSOCIATES, INC.  \u003Cbr>ENGINEERING  \u003Cbr>STIGALL   |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |  | NASHVLE,TENNESSEE37215   |  |\n|  |  |  |  |  |  |  |  | 而   | REVISIONS   |\n|  |  |  |  |  |  |  |  | DATE   |  |\n|  |  |  |  |  |  |  |  | DESCRIPTION   |  |\n|  |  |  |  |  |  |  |  | 9   |  |\n|  |  |  |  |  |  |  |  |  |  |\n|  | TANK DETAILS  \u003Cbr>CRITTENDEN/LIVINGSTON WATER DIST.  \u003Cbr>400,000 GALLON ELEVATED WATER STORAGE TANK  \u003Cbr>2015WATER SYSTEM IMPROVEMENTS   |  |  |  |  |  |  |  |  |\n|  | DESIGNED  \u003Cbr>RDS   |  |  |  |  |  |  |  |  |\n|  | DRAWN:  \u003Cbr>RLP   |  |  |  |  |  |  |  |  |\n|  | CHECKED:  \u003Cbr>RDS   |  |  |  |  |  |  |  |  |\n|  | APPROVED:  \u003Cbr>RDS   |  |  |  |  |  |  |  |  |\n|  | DATE:  \u003Cbr>APRIL 2016   |  |  |  |  |  |  |  |  |\n|  | SCALE:  \u003Cbr>AS SHOWN   |  |  |  |  |  |  |  |  |\n|  | SHEET NO.   |  |  |  |  |  |  |  |  |\n|  | SEA PROJECT NO.  \u003Cbr>0650   |  |  |  |  |  |  |  |  |\n\nINLET PIPE DISCHARGE MAY BE ABDVE OR BELDW H.W.L.AS REQUIREDPLAN VIEW  \nPIPE BRACE(HORIZONTAL)  \n10\"CHECK VALVE VAULT   NO SCALE  \n|  | TELEPHONE:(615)460-7515  \u003Cbr>FACSIMILE:(615)460-7517  \u003Cbr>ASSOCIATES,INC.  \u003Cbr>ENGINEERING  \u003Cbr>STIGALL  \u003Cbr>41   |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |  | 7HILLSBORO PIKE-suITE 06  \u003Cbr>ASHVILLE,TENNESSEE 37215   |  |\n|  |  |  |  |  |  |  |  | 而   | REVISIONS   |\n|  |  |  |  |  |  |  |  | DATE   |  |\n|  |  |  |  |  |  |  |  | DESCRIPTION   |  |\n|  |  |  |  |  |  |  |  | 9   |  |\n|  |  |  |  |  |  |  |  |  |  |\n|  | CRITTENDEN/LIVINGSTON WATER DIST.  \u003Cbr>LEVATED WATER STORAGE TANK  \u003Cbr>400,000 GALLON ELEVATEDWATER STORAGETANK  \u003Cbr>2015WATER SYSTEM IMPROVEMENTS   |  |  |  |  |  |  |  |  |\n|  | DESIGNED  \u003Cbr>RDS   |  |  |  |  |  |  |  |  |\n|  | DRAWN:  \u003Cbr>RLP   |  |  |  |  |  |  |  |  |\n|  | CHECKED:  \u003Cbr>RDS   |  |  |  |  |  |  |  |  |\n|  | APPROVED:  \u003Cbr>RDS   |  |  |  |  |  |  |  |  |\n|  | DATE:  \u003Cbr>OCTOBER 2015   |  |  |  |  |  |  |  |  |\n|  | SCALE:  \u003Cbr>AS SHOWN   |  |  |  |  |  |  |  |  |\n|  | SHEET NO.  \u003Cbr>5of5   |  |  |  |  |  |  |  |  |\n|  | SEA PROJECT NO.  \u003Cbr>0650   |  |  |  |  |  |  |  |  |\n\nFENCE GATE DETAILNO SCALEFABRICFENCEDET  \nNO SCALE  \nTYPICAL VALVE SETTING DETAlLNO SCALEHEADWALL DETAIL  \n6'MJ-90^GATE VALVE  \nTYPICAL HYDRANT SETTING DETAILREMOVABLE SILT STOP-DETAILNO SCALENO SCALEBELEVATED TANK ELEVATIONNO SCALE  \n| TANK DATA   |  |\n| --- | --- |\n| SIZE OF TANK(GALLONS)   | 400,000   |\n| OVERFLOWELEVATION   | 745.50   |\n| LOWWATER ELEVATION(LWL)   | 714.83   |\n| TOP OF PIER ELEVATION   | 665.50   |\n| HEIGHT TO OVERFLOW   | 80.0'   |\n| HEIGHT TO LOWWATER LEVEL   | 49.33'   |\n| DIAMETER   | 50.0'   |\n| HEAD RANGE   | 30.67'   |\n| OVERFLOW PIPE SIZE   | 8\"   |\n| ROOF VENT SIZED FOR   | SEE SPECS   |\n| SEISMIC ZONE   | SEE SPECS   |\n| SNOWLOAD   | SEE SPECS   |\n| WIND LOAD   | SEE SPECS   |\n| SOIL BEARING CAPACITY   | SEE SPECS   |\n| INLET/OUTLET PIPE SLEEVE   | 12\"   |\n| INLET/OUTLET PIPE SIZE   | 10\"   |\n| fINISHED GRADE ELEVATION   | VARIES   |\n| NO.OF COLUMN PIERS   | PER MANUF.   |\n\nGENERAL NOTES  \nALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATESTREVISONS OF AWWA D-100 AND ALL FEDERAL,STATE &LOCALCODES.  \nTHE TANK AND FOUNDATIONS DRAWINGS SUBMITTED BY MANUFACTURERSHALL BE STAMPED BYA LICENCED ENGINEER FROM THE STATFIN WHICH THE TANK IS TO BE BUILT.  \n3)  THE FOUNDATION SHALL BE","cbCail57JVJXHPQj","https://ap.wps.com/l/cbCail57JVJXHPQj","pdf",16796183,"English","# 2015 Water System Improvements\n## Tank Details and Revisions\n## Tank Data and General Notes\n## Plan and Section Details","[{\"question\":\"What is the main project described in the document?\",\"answer\":\"The document describes 2015 water system improvements centered on a 400,000-gallon elevated water storage tank for the Crittenden/Livingston Water District.\"},{\"question\":\"What tank specifications are provided?\",\"answer\":\"Tank data includes size (400,000 gallons), overflow elevation (745.50), low-water elevation (714.83), top of pier elevation (665.50), heights, diameter, overflow pipe size, and inlet/outlet pipe sizes.\"},{\"question\":\"Which standards and codes govern the work?\",\"answer\":\"General notes require work to follow the latest revisions of AWWA D-100 and all applicable federal, state, and local codes.\"}]","2015 WATER SYSTEM IMPROVEMENTS -  Project  Water Storage Tank | PDF",13]