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HomeMy WebLinkAboutC101_09-09-20ROTATE VIEW = -35.55333 ELMIRA ROAD (STATE HIGHWAY NO. 454) Conc.Conc.Conc. Ex. Concrete Sidewalk Curb Curb Curb Curb Curb Curb Curb CurbCurbSHEDDUMPSTER Gas Easement10' NYS Electric &Gas Easement20' NYS Electric &I.E (IN) = 382.64 (SW) I.E (OUT) = 382.64 (NE) R.E. 385.64 CB S I.E. = 376.37 (N) I.E. = 376.37 (SE) I.E. (DROP) =383.07 (SE) R.E. = 387.27 SMH CulvertConcrete I.E. = 380.00 5'x5' Box Culvert S I.E. = 380.29 (NE) I.E. = 380.19 (SW) I.E. =380.29 (SE) R.E. = 387.69 SMH TT D I.E. = 381.57 R.E. 386.97 DMH 30" 30" Ex. Concrete Sidewalk Ex. Concrete SidewalkRamp Concrete 6' OVERHANG 6' OVERHANG6' OVERHANG6' OVERHANGConcreteTrap Grease CO CO CO S Conc. BUILDING Brush 199.60' N51°36'53"E23.00'S35°47'07"EN51°49'53"E 56.93'N38°27'07"W163.63' S54°54'53"W 310.00' 1 6 7.3 0'Tre e / Br us h Lin e WV WV Traffic Light Bar Traffic Light Bar Traffic Light BarTraffic Light BarNo pipes visible R.E. = 387.69 SMH E R.E. 387.73 EMH D I.E.(OUT) = 381.44 (NE) I.E. (IN)= 381.44 (SW) R.E. 387.94 Curb Inlet TR Ex. Concrete Sidewalk Fence F e n c eF enceFenceEx. Asphalt Dri vewayDriveway Concrete Driveway Concrete Driveway ConcreteMEMORIAL PKWYFAIRGROUNDSBUILDING 28' Strip Static ±0.993 Acres Tax Map #: 124.-1-3 323-325 Elmira Road Cutting Holding Corp. R/O 388 388 3883893873873873873873873873873 8 7 385 385 385 385 386 386 387 387 388388 388 388388388388388388388388388389 389 Ex. Asphalt Gravel I.E. (OUT) = 383.34 R.E. = 386.14 CB 26' I.E (OUT) = 384.56 R.E. 386.56 CB 387.7 387.7 387.7 387.3 387.2 387.3 387.0 387.5 387.7 387.7 387.9 387.7 388.9 387.9 387.6 387.4 386.8 386.8 387.6 [Zoned R-2A] Tax Map #: 124.-1-18 Haevey and Philis Molock R/O [Zoned R-2A] Tax Map #: 124.-1-7 Allen Quirk R/O [Zoned R-2A] Tax Map #: 124.-1-6 Daniel R. and Marie Adinolfi R/O [Zoned R-2A] Tax Map #: 124.-1-5 Kenneth M. Smith R/O [Zoned R-2A] Tax Map #: 124.-1-4 Ronald A. and Laura A. Lower R/O [Zoned SW-2] Tax Map #: 122.-2-1 City of Ithaca R/O [Zoned SW-2] Tax Map #: 124.-1-2 JJJ Holding, LLC R/O Existing Curb Cut to be used Existing Curb Cut to be used Curb Island Curb Island Ex. Asphalt Ex. Asphalt Edge of wet area Existing Arborvitae to remain [To be remodeled] 4,686 Sq. Ft. FF = 389.1 BUILDING EX. 1-STORY I.E. = 381.57 R.E. 386.97 DMH 386.9386.9 I.E. (OUT) = 382.25 (NW) I.E. (IN) = 382.75 (SE) R.E. = 386.56 CB 386.9 ~~ PROJECT: CLIENT: LOCATION: SCALE: DATE: DRAWN BY: 1" = 20' SHEET NO.: PLUMLEY WWW.PLUMLEYENG.COM FAX: (315) 638-9740 TELEPHONE: (315) 638-8587 BALDWINSVILLE, NY 13027 8232 LOOP ROAD PLUMLEY ENGINEERING, P.C. Civil and Environmental Engineering ENGINEERING REVISIONS:DATE:BY: consent of Plumley Engineering, P.C. All common law rights of copyright are hereby specifically reserved. not be copied, reproduced, used or implemented in any way, in part or in whole, without the written These plans & specifications are the property of Plumley Engineering, P.C. These documents may DWG. TITLE: Note: No alteration permitted hereon except as provided under Section 7209 Subdivision 2 of the New York State Education Law. A PROJECT No.: FILE NAME.: CHECKED BY:NJJL C101 JFC SCALE 0 FEET 1" = 20' 20 4020 Plan View & DEMOLITION PLAN EXISTING CONDITIONS C101 © Plumley Engineering, P.C. 2020 June 2020 2020012 JFCENG'D BY:SONBYRNE SALES, INC. CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK ITHACA BYRNE DAIRY Prepared by: CNY Land Surveying; Dated: February 14, 2020; Project No.: 20.011. "Boundary and Topographic Survey - Lands of 323-325 Elmira Road, City of Ithaca, Tompkins County, New York"; Basemap Reference: Notes: 387.2 Landscape changes per City Forester.08/13/20 JFC JFC09/09/20BFor Construction. R/O S 405 Key Existing D To Be Demolished / Removed General Responsibilities of Contractors Grade Topographic Contour Drainage Manhole / Catch Basin Drainage Pipe w/ Size Hydrant / Water Main w/ Size Gas Main Sanitary Manhole Sanitary Sewer w/ Size Utility Pole / Light Pole Overhead Utility Reputed Owner Lot Line Right of Way Property Line prior to filling. in 8" compacted lifts to subgrade. Contact Project Engineer prior to proof rolling. Additional excavation / filling of area may be required 3. Site contractor shall remove abandoned foundations to 2' below subgrade, proof roll area & place compacted structural fill material accordance with Federal, State & Local regulations. 2. The site contractor is responsible for properly removing & disposing of all structures, fencing, trees & other debris as encountered in for damage to existing utilities. utilities in the area are marked. Care shall be taken to not disturb any existing buried utilities. Contractor shall bear sole responsibility work. Utility locations shown on the drawings are not to be considered accurate or complete. No work shall begin on the site until all 1. Site contractor is responsible for contacting the appropriate underground protection agency with adequate advance notice of the Pavement Sawcut Pavement Concrete Tree Drainage Pipe w/ Size Light Pole / Utility Pole