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HomeMy WebLinkAboutC401_09-09-20ROTATE VIEW = -35.55333 ELMIRA ROAD (STATE HIGHWAY NO. 454) Ex. Concrete Sidewalk Curb Curb Curb DUMP S T E R 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" S 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 u s 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 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 Existing Curb Cut to be used Existing Curb Cut to be used 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 ~(TYP.) DISPENSER 3:1 DIESEL COLUMN, (TYP.) PORCH ROOF BIKE RACK AIR MACHINE TO STOREELECTRIC STORAGESNOW CO STORAGESNOW STORAGESNOWCB DETAIL SHEET C401 PRIVACY FENCE, SEE 6' HIGH CUSTOM WOOD ~TC 388.1BC 387.6BC 388.0TC 388.5BC 388.0 T C 388.5 388.4 38 8.4 3 87.9 3 8 7.9389.1TC 388.5BC 388.0389.13 8 8.9 5 389.0 3 8 8.9 388.7 389.1 TC 388.96 BC 388.46389.0389.1389.0TC 388.4 BC 387.9388.6BC 387.4TC 387.9 3 88.038 9.0 3 8 9.0 388.8 389.1389.1 389.0 389.0 388.6BC 386.8 T C 387.3 16'25'80' 16'26' 38'43'23'8' 9'4' 79'18'5'101'13' AL = 4' R = 2.5' AL = 8' R = 5' 1' AL = 33' R = 31' AL = 13' R = 5' AL = 8' R = 5' AL = 7' R = 5' AL = 13' R = 8.5'388.7388.0389.0 I.E. = 383.75, 6" I.E. = 383.25, 12" R.E. = 386.8 HDPE PIPE 12" DIA. 22 L.F. R.E. = 382.75 ~ CO PROJECT: CLIENT: LOCATION: SCALE: DATE: ENG'D BY: DRAWN BY: 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 DATE:BY: A 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. PAVING, GRADING & General Responsibilities of Contractors © Plumley Engineering, P.C. 2020 FILE NAME.: PROJECT No.: CHECKED BY: REVISIONS: C401 SCALE 0 FEET 1" = 20' 20 4020 Plan ViewN SONBYRNE SALES, INC. CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK ITHACA BYRNE DAIRY 1" = 20' 2020012 June 2020 C401 JFC JJL JFC S Key Existing R/O 405 TC BC Proposed R = AL = Grade Topographic Contour Hydrant Water Main w/ Size Drainage Catch Basin Drainage Pipe w/ Size Gas Main Sanitary Manhole Sanitary Sewer w/ Size Utility Pole Overhead Utility Reputed Owner Lot Line Right of Way Property Line Not To Scale Fence Picture Detail provided by Arrow Fence Company Not To Scale Fence Details Landscape changes per City Forester.08/13/20 JFC B For Construction.JFC09/09/20 CB DRAINAGE PLAN responsible for excavation and backfill around grease trap. Department of Health standards. Work to be coordinated with Department of Health & applicable contractors. Site contractor 6. Plumbing contractor shall provide and install a 1,000 gallon grease trap and a vent trap & cleanout assembly per applicable 5. Building contractor to coordinate utility & roof drain connections with the applicable contractors & the appropriate utility companies. pavement, concrete and or landscaping. 4. Site contractor responsible for establishing grass over all disturbed areas not designated within project limits for building, with appropriate utility agencies & applicable contractors. compaction) to be performed by the site contractor including light pole foundations. Contractor to coordinate all utility connections 3. Site contractor is responsible for all utility services & connections. All utility trenching (excavation, bedding material, backfill, and 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 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 work. HDPE @ 2% 32 L.F. 12" DIA. Arc Length Radius Bottom of Curb Top of Curb Final Grade Ridge Line Warp Line Catch Basin & Slope of Drainage Pipe Length, Diameter, Material Roof/Canopy Drain w/ Size Underground Electric 439.76