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The title sheet and subsequent sheets provide project and drawing identification, drawing list items, detailed reference numbering rules, and a location/source basis using USGS Elmira, New York 7.5' quadrangle. Overall existing conditions include mapped legend features, general notes on topo-survey sources and datum references, and guidance that underground utility locations cannot be guaranteed and must be field verified before excavation.",{"@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/construction-drawing-title-sheet-interim-remediation-measure-4-former-sperry-remington-site-north-portion-elmira-new-york/662641/",{"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/construction-drawing-title-sheet-interim-remediation-measure-4-former-sperry-remington-site-north-portion-elmira-new-york/662641.png","ImageObject",300,407,{"name":92,"@type":93},"Aria","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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 project does this construction drawing set cover?","Question",{"text":112,"@type":113},"It covers Interim Remediation Measure #4 for the Former Sperry-Remington Site—North Portion in Elmira, New York.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What survey sources are referenced for the existing topography?",{"text":117,"@type":113},"Existing topography references a September 2016 topo survey and a May 2019 survey, with vertical and horizontal control stated using NAVD 88 and NAD 83/NA 2011.",{"name":119,"@type":110,"acceptedAnswer":120},"How should underground utility locations be handled before excavation?",{"text":121,"@type":113},"Underground utilities are mapped using field evidence and existing utility maps; their accuracy cannot be guaranteed, so all utilities must be field verified before excavating and a call is provided for safe digging.","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},662641,1793221257,{"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":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":129,"read_time":144},2336464648322,"https://ap-avatar.wpscdn.com/avatar/2200025388227c56fec?_k=1778556882303663488","p :\\cadd\\ PROJECTS\\ E\\ un isys-e lmira ny ( mn0832d)\\mn0832 irm\\#4\\ DWG\\ MN0832 I-0 1 .dwgjordoy ne- 5/19/2020 5:59 PM  \nA  \nB  \nC  \nD  \nE  \nF  \n1 2 3 4 5 6 7 8  \nAPRIL 2020  \nPREPARED FOR:  \nPREPARED BY:  \nQUADRANGLE LOCATION  \nSITE  \nSOURCE: \"ELMIRA, NEW YORK\" USGS 7.5' QUANDRANGLE, 2013 SCALE: 1\" = 2000'  \nLOCATION MAP  \nUNISYS CORPORATION  \nCORPORATE ENVIRONMENTAL AFFAIRS 3199 PILOT KNOB ROAD MS F1B05 EAGAN, MN 55121  \nDETAIL NUMBER  \nDRAWING ON WHICH ABOVE DETAIL WAS FIRST REFERENCED  \n4  \n6  \n4  \n3  \nDETAIL NUMBER  \nDRAWING ON WHICH ABOVE DETAIL IS PRESENTED  \nDETAIL  \nTITLE OF DETAIL SCALE: 1\" = 2'  \nEXAMPLE: DETAIL NUMBER 4 PRESENTED ON DRAWING NUMBER 6 WAS REFERENCED FOR THE FIRST TIME ON DRAWING NUMBER 3.  \nABOVE SYSTEM ALSO APPLIES TO SECTION IDENTIFICATIONS.  \nDETAIL IDENTIFICATION LEGEND  \n10211 WINCOPIN CIRCLE, FLOOR 4 COLUMBIA, MD 20144  \nPHONE: (410) 381-4333  \nDRAWING LIST  \nNUMBER TITLE  \n1 TITLE SHEET  \n2 OVERALL EXISTING CONDITIONS  \n3 SITE WORK PLAN  \n4 EXCAVATION GRADING PLAN  \n5 SUPPORT OF EXCAVATION PLAN  \n6 DEMOLITION PLAN  \n7 UTILITES REMOVAL  \n8 STORM DRAIN SYSTEM PUMP AROUND  \n9 TEMPORARY WATER SURVICE BYPASS  \n10 EXCAVATION PLAN 0-2 FT BGS  \n11 EXCAVATION PLAN 2-4 FT BGS  \n12 EXCAVATION PLAN 4-6 FT BGS  \n13 EXCAVATION PLAN 6-8 FT BGS  \n14 EXCAVATION PLAN 8-10 FT BGS  \n15 EXCAVATION PLAN 10-12 FT BGS  \n16 EXCAVATION PLAN 12-14 FT BGS  \n17 EXCAVATION PLAN 14-16 FT BGS  \n18 MATERIAL STAGING AREA PLAN (MSA) PLAN  \n19 TSCA ACCUMULATION AREA PLAN  \n20 DETAILS  \n21 EQUIPMENT WASH PAD  \n22 PROPOSED RESTORATION PLAN  \n23 PROPOSED UTILITY RESTORATION DETAILS  \n24 EROSION AND SEDIMENT CONTROL PLAN  \n25 EROSION AND SEDIMENT CONTROL DETAILS  \n1  \nREV  \n5/19/2020  \nDATE  \nRESPONSE TO AGENCY COMMENTS  \nDESCRIPTION  \nBGF  \nDRN  \nAK  \nAPP  \nTITLE:  \nPROJECT:  \nSITE:  \nCONSTRUCTION DRAWING  \nTITLE SHEET  \nINTERIM REMEDIATION MEASURE \\#4  \nFORMER SPERRY-REMINGTON SITE-NORTH PORTION  \nELMIRA, NEW YORK  \nDESIGN BY:  \nDRAWN BY:  \nCHECKED BY:  \nREVIEWED BY:  \nAPPROVED BY:  \nAK  \nAD  \nTBR  \nPLB  \nAK  \nDATE:  \nPROJECT NO.:  \nFILE:  \nDRAWING NO.:  \n1  \nOF  \nAPRIL 2020  \nMN0832IMN0832I-01  \n25  \n1 2 3 4 5 6 7 8  \nA  \nB  \nC  \nD  \nE  \nF  \np :\\cadd\\ PROJECTS\\ E\\ un isys-e lmira ny ( mn0832d)\\mn0832 irm\\#4\\ DWG\\ MN0832 I-02.dwgjordoy ne- 5/19/2020 5:59 PM  \n1 2 3  \nA  \nB  \nC  \nD  \nE  \n12\"CMP  \nx x x x  \n90  \nF  \nUE  \nSAN  \nST  \nG  \nW  \nLEGEND  \nCULVERT PIPE  \nCHAIN LINK FENCE  \nWOODEN FENCE  \nPROPERTY LINE  \nEXISTING CONTOUR LINE  \nEDGE OF WATER  \nEDGE OF WOODS OR BRUSH  \nBURIED ELECTRIC CABLE  \nSANITARY SEWER  \nSTORM SEWER  \nNATURAL GAS LINE  \nWATER LINE  \nTREE  \nMH  \nMW  \nMANHOLE  \nCATCH BASIN  \nSANITARY MANHOLE  \nMETAL POLE  \nGATE POST  \nSPRINKLER  \nSTREET LIGHT  \nELECTRIC BOX  \nWATER VALVE  \nHYDRANT  \nMONITORING WELL  \n1 2 3  \n4 5 6 7 8  \nA  \nB  \nC  \nD  \n1 PLAN  \n- OVERALL EXISTING CONDITIONS  \nE  \n1  \nREV  \n5/19/2020  \nDATE  \nRESPONSE TO AGENCY COMMENTS  \nDESCRIPTION  \nBGF  \nDRN  \nAK  \nAPP  \nGENERAL NOTES:  \n1. EXISTING TOPOGRAPHY IS FROM:  \na. A TOPOGRAPHIC SURVEY OF ELMIRA HIGH SCHOOL BY HUNT ENGINEERS, ARCHITECTS, AND SURVEYORS IN SEPTEMBER 2016. VERTICAL CONTROL IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88/GEOID 12A), HORIZONTAL CONTROL IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83/NA 2011) .  \nb. A TOPOGRAPHIC SURVEY OF ELMIRA HIGH SCHOOL BY FAGAN ENGINEERS IN MAY 2019-18064-A SENT 2019-5-24. DWG  \n2. UNDERGROUND UTILITIES SHOWN WERE MAPPED USING A COMBINATIONOF OF FIELD LOCATED EVIDENCE AND EXISTING UTILITY MAPS. THE ACCURACY OF THESE UTILITY LOCATIONS CANNOT BE GUARANTEED. ALL UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BEFORE EXCAVATING. CALL 'DIG SAFELY NEW YORK' 1-800-962-7962.  \n0 50' 100'  \nCONSTRUCTION DRAWING  \nTITLE:  \nOVERALL EXISTING CONDITIONS  \nPROJECT:  \nSITE:  \nINTERIM REMEDIATION MEASURE \\#4  \nFORMER SPERRY-REMINGTON SITE-NORTH PORTION  \nELMIRA, NEW YORK  \n5/19/2020  \nD R A F T  \nDESIGN BY:  \nDRAWN BY:  \nCHECKED BY:  \nREVIEWED BY:  \nAPPROVED BY:  \nAK  \nAD  \nTBR  \nP","cbCailw5m9GQlQtJ","https://ap.wps.com/l/cbCailw5m9GQlQtJ","pdf",11313927,13,"English","# Drawing List\n## Title Sheet\n## Overall Existing Conditions\n## Construction Sequence\n## Legend and General Notes","[{\"question\":\"What project does this construction drawing set cover?\",\"answer\":\"It covers Interim Remediation Measure #4 for the Former Sperry-Remington Site—North Portion in Elmira, New York.\"},{\"question\":\"What survey sources are referenced for the existing topography?\",\"answer\":\"Existing topography references a September 2016 topo survey and a May 2019 survey, with vertical and horizontal control stated using NAVD 88 and NAD 83/NA 2011.\"},{\"question\":\"How should underground utility locations be handled before excavation?\",\"answer\":\"Underground utilities are mapped using field evidence and existing utility maps; their accuracy cannot be guaranteed, so all utilities must be field verified before excavating and a call is provided for safe digging.\"}]","CONSTRUCTION DRAWING - TITLE SHEET - Interim Remediation Measure #4 - Former Sperry-Remington Site-North Portion - Elmira, New York | PDF",33]