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HomeMy WebLinkAbout20230027 63 Henning Site Plan 2023 03 15 Revised PlansRood and Riddle Equine Hospital-Site Plan Modification63 Henning Road, Saratoga Springs, NY 12866January 12, 2023SHEET INDEX:COVERBOUNDARY SURVEYO-1OVERALL EXISTING CONDITIONS PLANC-1.0OVERALL LAYOUT PLANC-2.0LAYOUT PLAN40 Long Alley SaratogaSprings, NY 12866P 518/587-8100F 518/587-0180www.thelagroup.comPREPARED BY:APPLICANT/OWNER:PROPOSED EXPANDED USE: BUILDING EXPANSION (900± SF)TAX MAP PARCEL PARCEL SIZE#166.-3-2313.3 ACZONING DISTRICTRR-1, RURAL RESIDENTIAL BUILDING SETBACKS REQUIRED:PROPOSED:MAXIMUM PERCENTAGE OF LOT COVERAGE20% 14.5%FRONT SETBACK60' 105'SIDE SETBACK30' 236'REAR SETBACK100' 169'BUILDING HEIGHT35' 35'PROJECT SITEPROJECT LOCATION MAPSCALE: N.T.S.PROJECT VICINITY MAPSCALE: N.T.S.PROJECT SITEINTERSTATE 87 SARATOGA RACE COURSEHENNING ROADPROJECT ARCHITECT:ROUTE 9PINTERSTATE 87 DOWNTOWN SARATOGA SPRINGSRood and Riddle Real Estate2150 Georgetown Road,Lexington, KY 40511(859) 233-0371LAKE AVENUEROUTE 9PHENNING ROADINTERSTATE 87ROUTE 9PFrost Hurff Architects41 Long AlleySaratoga Springs, NY 12866(518)584-7514Planning Board # XXXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________Revised March 10, 2023 EXISTING BARNAND SCINTIGRAPHY STALLEXISTING BARN EXISTING EQUINEHOSPITALBUILDINGEXPANSION33'-4"26'-8"Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Rood & Riddle RealEstateSite PlanAmendment63 Henning RoadSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172021107MCBMCBDBH1/12/20232150 Georgetown Road,Lexington, KY 40511Planning Board # XXXXXXXApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________LAYOUT PLANC-2.01" = 20'1REVISED PER COMMENTS3/8/2023105101520200Scale: 1" = 20'LEGENDPROPERTY LINEGRAVEL DRIVEWAY1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEWYORK STATE REGISTERED SURVEYOR ENGAGED BY THECONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANYDISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TOTHE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISENOTED.4.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPALOFFICIALS.5.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKEDBY THE CONTRACTOR AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.6.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITEIMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.7.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES,DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OFPROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREEROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTORSHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.8.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL &HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.LAYOUT NOTES:EXISTING STORM PIPE TO BEREMOVED AND REROUTEDCUT STORM LINE INSTALLWYE TO REROUTE LINEEXISTING STORM INLETTO BE REMOVED, PIPE TOBE CUT AND CAPPEDPROPOSED GRINDERPUMP 1.5" FORCE LINE FORFLOOR DRAIN DISPOSALFLOOR DRAIN DISPOSAL FORCE LINE,WASTE TO CONTINUE TO EXISTINGLEECH FIELD FOR FLOOR DRAINS,CONNECT TO EXISTING GRAVITY LINEUSING A SLEEVE CONNECTIONFLOOR DRAIN INSIDEPROPOSED CT ROOMCONSTRUCTION LIMIT LINECUT STORM LINE INSTALLWYE TO REROUTE10" HDPE STORM LINE