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HomeMy WebLinkAboutC301_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 e FenceFenceEx. Asphalt Dr i 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 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 386.9 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 CO CB DETAIL SHEET C401 PRIVACY FENCE, SEE 6' HIGH CUSTOM WOOD ~~ 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 REVISIONS: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. EROSION & SEDIMENT CONTROL R/O S 405 © Plumley Engineering, P.C. 2020 FILE NAME.: PROJECT No.: CHECKED BY:WASH-OUT AREACONCRETEAREA, TYP.EQUIPMENT STAGING Key ProposedExisting C301 Erosion Control Notes CB NEEDED STAGING AREA, IFGRAVEL / FILL MATERIALN SCALE 0 FEET 1" = 20' 20 4020 Plan View Topographic Contour Hydrant Water Main w/ Size Catch Basin Drainage Manhole / 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 1" = 20' 2020012 C301 JFC JJL JFC SONBYRNE SALES, INC. CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK ITHACA BYRNE DAIRY PLAN June 2020 ENGINEER. THE REQUEST OF THE CITY OR PROJECT BUILD-UP OCCURS AND IMMEDIATELY AT CLEAN ROADWAY OF SEDIMENT WHEN FOR ACCESS TO SITE. CONTRACTOR SHALL UTILIZE EXISTING STABILIZED ENTRANCE Landscape changes per City Forester.08/13/20 JFC JFC09/09/20BFor Construction. Silt Fence Filter Fabric Inlet Protection Catch Basin Drainage Pipe w/ Size Underground Electric 9. Clean & flush storm sewer piping after paving operations. or landscaping. 8. Grass is to be established over all disturbed areas not designated for building, pavement, concrete, 7. Additional erosion and sediment control features / activities may be required during construction. with all debris and runoff maintained on site (See detail on C302). 6. Contractor to provide a concrete wash-out area in location that will not affect any receiving water bodies, erosion control measures to be completed to protect staged soil. 5. Final location of equipment & fill material staging areas to be coordinated w/ site contractor. Appropriate off-site areas. 4. Silt fence to be located by site contractor in order to minimize sediment runoff into existing swales & City or Project Engineer. 3. Contractor shall clean roadway of sediment when build-up occurs and immediately at the request of the entity endorsed by the Department of Environmental Conservation. in proper erosion and sediment control principles from a Soil and Water Conservation District, or other 2. Any contractor completing earthwork activities must have completed four hours of DEC endorsed training daily basis when disturbance activities are being performed. of stormwater management practices. This person, known as the trained contractor, shall be on site on a 1. Contractor shall identify at least one person from their company that will be responsible for implementation