CONSTRUCTION DRAWING - TITLE SHEET - Interim Remediation Measure #4 - Former Sperry-Remington Site-North Portion - Elmira, New York

Oct 28, 2026

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Construction drawing set prepared for the Interim Remediation Measure #4 for the Former Sperry-Remington Site—North Portion in Elmira, New York. 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.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages13

Reading Time33 min

AccessFree to download

Drawing List

Title Sheet

Overall Existing Conditions

Construction Sequence

Legend and General Notes

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 A B C D E F 1 2 3 4 5 6 7 8 APRIL 2020 PREPARED FOR: PREPARED BY: QUADRANGLE LOCATION SITE SOURCE: "ELMIRA, NEW YORK" USGS 7.5' QUANDRANGLE, 2013 SCALE: 1" = 2000' LOCATION MAP UNISYS CORPORATION CORPORATE ENVIRONMENTAL AFFAIRS 3199 PILOT KNOB ROAD MS F1B05 EAGAN, MN 55121 DETAIL NUMBER DRAWING ON WHICH ABOVE DETAIL WAS FIRST REFERENCED 4 6 4 3 DETAIL NUMBER DRAWING ON WHICH ABOVE DETAIL IS PRESENTED DETAIL TITLE OF DETAIL SCALE: 1" = 2' EXAMPLE: DETAIL NUMBER 4 PRESENTED ON DRAWING NUMBER 6 WAS REFERENCED FOR THE FIRST TIME ON DRAWING NUMBER 3. ABOVE SYSTEM ALSO APPLIES TO SECTION IDENTIFICATIONS. DETAIL IDENTIFICATION LEGEND 10211 WINCOPIN CIRCLE, FLOOR 4 COLUMBIA, MD 20144 PHONE: (410) 381-4333 DRAWING LIST NUMBER TITLE 1 TITLE SHEET 2 OVERALL EXISTING CONDITIONS 3 SITE WORK PLAN 4 EXCAVATION GRADING PLAN 5 SUPPORT OF EXCAVATION PLAN 6 DEMOLITION PLAN 7 UTILITES REMOVAL 8 STORM DRAIN SYSTEM PUMP AROUND 9 TEMPORARY WATER SURVICE BYPASS 10 EXCAVATION PLAN 0-2 FT BGS 11 EXCAVATION PLAN 2-4 FT BGS 12 EXCAVATION PLAN 4-6 FT BGS 13 EXCAVATION PLAN 6-8 FT BGS 14 EXCAVATION PLAN 8-10 FT BGS 15 EXCAVATION PLAN 10-12 FT BGS 16 EXCAVATION PLAN 12-14 FT BGS 17 EXCAVATION PLAN 14-16 FT BGS 18 MATERIAL STAGING AREA PLAN (MSA) PLAN 19 TSCA ACCUMULATION AREA PLAN 20 DETAILS 21 EQUIPMENT WASH PAD 22 PROPOSED RESTORATION PLAN 23 PROPOSED UTILITY RESTORATION DETAILS 24 EROSION AND SEDIMENT CONTROL PLAN 25 EROSION AND SEDIMENT CONTROL DETAILS 1 REV 5/19/2020 DATE RESPONSE TO AGENCY COMMENTS DESCRIPTION BGF DRN AK APP TITLE: PROJECT: SITE: CONSTRUCTION DRAWING TITLE SHEET INTERIM REMEDIATION MEASURE \#4 FORMER SPERRY-REMINGTON SITE-NORTH PORTION ELMIRA, NEW YORK DESIGN BY: DRAWN BY: CHECKED BY: REVIEWED BY: APPROVED BY: AK AD TBR PLB AK DATE: PROJECT NO.: FILE: DRAWING NO.: 1 OF APRIL 2020 MN0832IMN0832I-01 25 1 2 3 4 5 6 7 8 A B C D E F p :\cadd\ PROJECTS\ E\ un isys-e lmira ny ( mn0832d)\mn0832 irm\#4\ DWG\ MN0832 I-02.dwgjordoy ne- 5/19/2020 5:59 PM 1 2 3 A B C D E 12"CMP x x x x 90 F UE SAN ST G W LEGEND CULVERT PIPE CHAIN LINK FENCE WOODEN FENCE PROPERTY LINE EXISTING CONTOUR LINE EDGE OF WATER EDGE OF WOODS OR BRUSH BURIED ELECTRIC CABLE SANITARY SEWER STORM SEWER NATURAL GAS LINE WATER LINE TREE MH MW MANHOLE CATCH BASIN SANITARY MANHOLE METAL POLE GATE POST SPRINKLER STREET LIGHT ELECTRIC BOX WATER VALVE HYDRANT MONITORING WELL 1 2 3 4 5 6 7 8 A B C D 1 PLAN - OVERALL EXISTING CONDITIONS E 1 REV 5/19/2020 DATE RESPONSE TO AGENCY COMMENTS DESCRIPTION BGF DRN AK APP GENERAL NOTES: 1. EXISTING TOPOGRAPHY IS FROM: a. 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) . b. A TOPOGRAPHIC SURVEY OF ELMIRA HIGH SCHOOL BY FAGAN ENGINEERS IN MAY 2019-18064-A SENT 2019-5-24. DWG 2. 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. 0 50' 100' CONSTRUCTION DRAWING TITLE: OVERALL EXISTING CONDITIONS PROJECT: SITE: INTERIM REMEDIATION MEASURE \#4 FORMER SPERRY-REMINGTON SITE-NORTH PORTION ELMIRA, NEW YORK 5/19/2020 D R A F T DESIGN BY: DRAWN BY: CHECKED BY: REVIEWED BY: APPROVED BY: AK AD TBR P

FAQs

What project does this construction drawing set cover?

It covers Interim Remediation Measure #4 for the Former Sperry-Remington Site—North Portion in Elmira, New York.

What survey sources are referenced for the existing topography?

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.

How should underground utility locations be handled before excavation?

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.

Oct 28, 2026

Upload by Aria