[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649647-105":59,"doc-detail-649647-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","general-arrangement-general-arrangement-construction-plans","GENERAL ARRANGEMENT - General Arrangement - Construction Plans","","Detailed construction drawing package for Union Pacific Railroad Bridge 129.89 (Kansas Sub.), including a general arrangement sheet set and precast concrete design references. Covers sheet-by-sheet scope, general arrangement and general notes, typical section and precast riser block PRB-I details, and top-of-rail profile. Provides estimated weights for precast elements, postconstruction compliance requirements, and extensive precast concrete construction notes covering material standards, strength criteria, curing, verification, and field/benchmark information.",{"@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/general-arrangement-general-arrangement-construction-plans/649647/",{"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/general-arrangement-general-arrangement-construction-plans/649647.png","ImageObject",300,407,{"name":92,"@type":93},"dhado","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What is required under postconstruction compliance for this project?","Question",{"text":112,"@type":113},"The contractor or UPRR manager must provide as-built drawings confirming construction compliance with the plans and noting any construction variances to the Director Structures Design office.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which material and workmanship standards are referenced for precast concrete?",{"text":117,"@type":113},"All concrete materials, placement, and workmanship must follow applicable Union Pacific Railroad requirements and the AREMA Manual for Railway Engineering, including the referenced chapter on concrete structures and foundations.",{"name":119,"@type":110,"acceptedAnswer":120},"What minimum 28-day compressive strength is specified?",{"text":121,"@type":113},"The minimum compressive strength at 28 days is specified as 4000 psi.","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},649647,1792803171,{"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":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":19,"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":52},5909893218464,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","| DRAWING SCHEDULE   |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n| THISSET   | SHEET NO.   |  | DESCRIPTION   |  |  |  |\n|  | I   |  | GENERAL ARRANGEMENT   |  |  |  |\n|  | 2   |  | GENERAL NOTES AND BILL OF MATERIAL   |  |  |  |\n|  | 3   |  | TOP OF RAIL PROFILE   |  |  |  |\n|  | 4   |  | TYPICAL SECTION AND PRECAST CONCRETE RISER BLOCK PRB-I DETAILS   |  |  |  |\n| REF。   | NO.   | DWG.NO.   |  | SHEET NO.   | REV.NO.   | DESCRIPTION   |\n|  | 1   | 530000   |  | AI-A5   | B   | BOX AND SLAB BEAM SPAN,CONSTRUCTION PLANS   |\n|  | 2   | 530000   |  | S61-S64   | A   | 20\"SLAB BEAM SPAN,CONSTRUCTION DETAILS   |\n|  | 3   | 530020   |  | SGI-SG2   | D   | 14\"TO 20\"x7'-0\"SLAB BEAM   |\n|  | 4   | 531000   |  | 4   | A   | PRECAST END CAP FOR 20\"SLAB BEAMS   |\n|  | 5   | 501000   |  | CI-C2   | A   | PRECAST CONCRETE PILE CAP   |\n|  | 6   | 531010   |  | I   | A   | BEARING PAD PLACEMENT ON CAPS   |\n|  | 7   | 502000   |  | I-4   | B   | STEEL HARDWARE AND HANDRAIL ASSEMBLIES   |\n|  | 8   | 531800   |  | 8   | A   | CAPMASTER PRECAST CONCRETE 15'PILE CAP WITH COIL  \u003Cbr>INSERT DETAILS   |\n\n| EST。WT。OF PRECAST CONCRETE   |\n| --- |\n| SLAB BEAM SG20-3=38,400 LB.(19.2 TON)   |\n| END CAP CPC8=22,600 LB。(11。3 TON)   |\n| 15’PILE CAP =19,700 LB。(9.9 TON)   |\n| RISER BLOCK PRB-1=6,800 LB.(3.4 TON)   |\n| WINGWALL CPW8=4,440 LB。(2.2 TON)   |\n\n12  \n11  \n10  \n| SECT ION DESI GNAT ION   |  |  |  |  |\n| --- | --- | --- | --- | --- |\n|  | //   |  |  |  |\n|  | //   |  |  |  |\n|  | //   |  |  |  |\n|  | //   |  |  |  |\n| NO.   | DATE   | REVISIONS   |  |  |\n|  |  |  |  |  |\n| benesch   |  |  |  |  |\n| UNION PACIFIC  \u003Cbr>RALROAD  \u003Cbr>Office of AVP Engineering Design   |  |  |  |  |\n| LOCATION:  \u003Cbr>KANSAS SUB.  \u003Cbr>BRIDGE 129.89  \u003Cbr>1.2 MILES EAST OF FRANKFORT,KS   |  |  |  |  |\n| FACILITY:  \u003Cbr>3 SPAN 20\"PCS ×60'REPLACING  \u003Cbr>4 SPAN TST-BD×57'   |  |  |  |  |\n| DWG TITLE:  \u003Cbr>GENERAL ARRANGEMENT   |  |  |  |  |\n| PROJECT ID:    90884   |  |  | ENGINEER:  \u003Cbr>UP-ADS  \u003Cbr>BENESCH-SNP   | LATITUDE:  \u003Cbr>39041'44”N  \u003Cbr>LONGITUDE:  \u003Cbr>96°24'14”W   |\n| WORK ORDER:  29850   |  |  |  |  |\n| SNP  \u003Cbr>DESIGN BY:   |  |  |  |  |\n| JRB  \u003Cbr>CHECKED BY:   |  |  |  |  |\n| ACB  \u003Cbr>DRAWN BY:   |  |  | SHEET NO.  \u003Cbr>I of 4   | C E NUMBER  \u003Cbr>120374   |\n| SNP  \u003Cbr>CHECKED BY:   |  |  |  |  |\n| SCALE:AS NOTED   |  |  |  |  |\n\nFILENAME Y1Omaha210000S00210043.21CADISubmitals20151022_FinalL_Submitalkan12989_bks.dgn  \n5  \n3  \n10-22-15  \n\n| APPROVED FOR  \u003Cbr>UN1ON PACIFIC RAILROAD CO.  \u003Cbr>BY  \u003Cbr>ALFRED BENESCH 8 CO.  \u003Cbr>(OMAHA,NE)  \u003Cbr>BY:   |\n| --- |\n| JASON R.BEHRENS  \u003Cbr>10-21-15  \u003Cbr>DATE:   |\n\n# POSTCONSTRUCTION COMPLIANCE\n\nContractor or UPRR Manager in charge of construction  \nto provide to the office of the Director Structures Design  \nas-built drawings confirming that the project was constructed  \nin compliance with the plans and indicating any construction  \nvariances.  \nPLOTTED:10/22/20151:49:29 PM  \nINCHES  \nE  \nE  \nE  \nE  \n\n| CONSTRUCTION NOTES  \u003Cbr>PRECAST CONCRETE NOTES  \u003Cbr>1.AlI work requirements shown on these drawings and not otherwise detailed  \u003Cbr>CONCRETE  \u003Cbr>shgl be accomplished as SDecified in Union Pacific Rairoad(UPRR)  \u003Cbr>I.A!!concrete materials,placement and workmanship shall be in accordance  \u003Cbr>Snecificntions and the △merican Railwav Fnnineerina and  \u003Cbr>Maintenance-of-Way Association(AREMA)Manual for Railway Engineering.  \u003Cbr>with ChaDter 8。  Concrete StruCtures and Foundations of the ARFMA Manual  \u003Cbr>for Rai lway Engineering.  \u003Cbr>In the event of conflicts between specifications,the more restrictive  \u003Cbr>shall opply.  \u003Cbr>2.Minimum compressive strength at 28 days shall be 4000 psi.  \u003Cbr>2.Al!information shown on these drawings regarding location of the  \u003Cbr>3。Exposed surfaces shall be formed in a manner which shall produce a  \u003Cbr>existing track.  existing bridge and existing ground eevations is based  \u003Cbr>on informgtion Droyided by the Railroad including g site oaion survey  \u003Cbr>smooth and uni form QDDearance wit","cbCaijDYI4BqVpX8","https://ap.wps.com/l/cbCaijDYI4BqVpX8","pdf",745575,"English","# POSTCONSTRUCTION COMPLIANCE\n## Construction notes\n## Precast concrete notes\n## Section designations and sheet schedule","[{\"question\":\"What is required under postconstruction compliance for this project?\",\"answer\":\"The contractor or UPRR manager must provide as-built drawings confirming construction compliance with the plans and noting any construction variances to the Director Structures Design office.\"},{\"question\":\"Which material and workmanship standards are referenced for precast concrete?\",\"answer\":\"All concrete materials, placement, and workmanship must follow applicable Union Pacific Railroad requirements and the AREMA Manual for Railway Engineering, including the referenced chapter on concrete structures and foundations.\"},{\"question\":\"What minimum 28-day compressive strength is specified?\",\"answer\":\"The minimum compressive strength at 28 days is specified as 4000 psi.\"}]","GENERAL ARRANGEMENT - General Arrangement - Construction Plans | PDF"]