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HomeMy WebLinkAbout20240410 9 Gridley Horseshoe Inn Site Plan PlansCOVERS-1SURVEY- [ By Van Dusen & Steves Land Surveyors ]L-1.0SITE PREP, DEMO & ESC PLANL-2.0LAYOUT & MATERIALS PLANL-3.0LANDSCAPE & LIGHTING PLANL-4.0DETAILSHorseshoe InnSite Plan Application9 Gridley Street, Saratoga Springs, NY 12866SHEET INDEX:CITY OF SARATOGA SPRINGS STANDARD NOTES1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES ANDREGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM,1929.3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEWAND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATUREON FINAL PLAN.4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANYCONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THECOST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEERPRIOR TO CONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRETRUCK THAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORKWITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSOAPPLY.10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THEAPPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HASBEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.PROJECT LOCATION MAPSCALE: N.T.S.PROJECT VICINITY MAPSCALE: N.T.S.SITE / CIVIL:APPLICANT:Horseshoe Inn, Inc.P.O. Box 411Glen Falls, NY 12801PROJECTSITEMay 16, 2024Planning Board #XXXXXXXXGRIDLEY STREETNELSON AVEPROJECTSITESARATOGA SPRINGSRACE COURSEBOWMAN STREETJACKSON STREET SARATOGA SPRINGSRACE COURSENELSON AVEBOWMAN STREETJACKSON STREETADAMS STREET CRESCENT STREETGRIDLEY STREETSTEELE STREETPOLK AVEAROOSTOOK LANE SPECIAL USE PERMIT NOTICE OF DECISIONTAX PARCEL #179.29-3-26PARCEL SIZE:± 33,812 S.F.ZONING DISTRICT:GATEWAY-COMMERCIAL-URBAN DISTICT (GC-U)USE:OUTDOOR ENTERTAINMENTSITE STATISTICS: VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS TO THE ASSIGNEES OF THE LENDING INSTITUTION." "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND NEW YORK STATE EDUCATION LAW." DWG. NO. 17-008 DRELLOS C3133 Of Deeds At Page 23311As Stated in Book 2015For Ingress And EgressPerpetual Right-Of-Way25 Ft. Wide SurfaceAsphalt1 Story MotelCrushed Stone Surface(Formerly Known As "Crescent Street" As Per Map Ref. No. 1)Pavement width = 30'±Right Of Way = 40'Tax Parcel: 179.00-5-12011/13357The Hong Yu Chen Living TrustLands N/F OfFrom CornerS47°25'E, 1.40'No Parking SignTax Parcel: 179.00-5-2Area20,627.72 sq. ft.0.47 acres#2 Gridley Street"Brentwood" Motel40' Setback20' SetbackPath6" Water Main8" Gas Main8" Gas Main8" DIP8" DIPInv = 306.46Inv = 306.50Rim=310.08Rim=309.58Inv = 304.728" DIPInv = 304.740.32 %Gas2 Story Wood FrameBuilding"The Horseshoe"Street SignStreetSignPlanterRampCBCBWoodShedOne Story HouseIPFCIRF CIRFM.R.CIRFIPFIRFElectricMeterFlagPoleLight PolePatio With Second Story Deck EnclosedPorch One Story Building One StoryConcrete Block BuildingStockade FencePicket FenceTwo StoryHouseOne StoryApartment HouseCovered Concrete PorchN 70°06'32" E125.00'N 69°48'22" E150.00'S 19°55'13" E 104.50'150.11'S 68°28'12" W125.05'S 68°30'22" W111.50'N 19°53'28" W AREA29658.7 Sq. Feet0.68 Acres1.550.3LOT 13LOT 14LOT 15LOT 10LOT 11LOT 12 CBCBCBCBCBPropaneSmokerDumpsterCBBarShed Roof Elevated Stage Bar 22'X2'Bar 65'X2'CoolerCoolerConcrete Concrete Walk CBCB"Tented Area"TentChain Link Fence Asphalt ParkingAsphalt ParkingAsphalt ParkingAsphaltAsphaltConcession Stand Portable Bathrooms (Typ.)Cross Walk/ Main EntranceEntrance / Exit GateCrowd Control BarricadeCrowd Control BarricadeDuring Outdoor EntertainmentCrowd Control BarricadeTemporary Pop-up Tents In Place During Outdoor EntertainmentRow of Cones for Taxi Stand / Pull-Off AreaTaxi Stand / Pull-Off AreaEntrance/Exit Gate Entrance Gate Temporary Barricades Placed SEE NOTE SEE NOTESEE NOTE8' WIDE12' WIDE Bar 10'X2'Bar 7'X2'10' WIDE REMOVE EXISTINGASPHALTREMOVE EXISTINGCONCRETEREMOVECONCRETE CURBUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Horseshoe Inn, IncP.O. Box 411Glens Falls, NY 12801Save Date: 5/20/2024 10:49 AMFile Name: G:\Proj-2023\2023074_Horseshoe_Inn\2023074CAD\2023074_ DEMO SITE PREP.dwgPlotted By:MATT BROBSTON Special UsePermit Renewal9 Gridley StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023074SITE PREPARATION& DEMOLITION PLANL-1.0MCBMCBDRC05/16/241"=20'105101520200Scale: 1" = 20'1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGEPRE-CONSTRUCTION MEETING WITH OWNER/OWNER'SREPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS,THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTIONSCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERALSURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICEREQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUNDUTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANYEARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTESAND DETAILS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE ANDOUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACTOPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICEALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS ANDDRIVEWAYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADESIN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONALMUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK,EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE.4.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEWCONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BESAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTEDUNTIL ABUTTING MATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOCOORDINATE WITH THE OWNER ON ALL MATERIALS TO BEREMOVED AND RECYCLED / DISPOSED OF OFF SITE. ALLHANDLING OF MATERIALS TO BE REMOVED, RECYCLED, ORDISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, INACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERALAND ANY OTHER APPLICABLE REGULATIONS.2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULLDEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS ORFOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:LEGENDPROPERTY LINECONSTRUCTION LIMIT LINEREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE ITEMPlanning Board #XXXXXXXX Of Deeds At Page 23311As Stated in Book 2015For Ingress And EgressPerpetual Right-Of-Way25 Ft. Wide SurfaceAsphalt1 Story MotelCrushed Stone Surface(Formerly Known As "Crescent Street" As Per Map Ref. No. 1)Pavement width = 30'±Right Of Way = 40'Tax Parcel: 179.00-5-12011/13357The Hong Yu Chen Living TrustLands N/F OfFrom CornerS47°25'E, 1.40'Tax Parcel: 179.00-5-2Area20,627.72 sq. ft.0.47 acres#2 Gridley Street"Brentwood" Motel40' Setback20' Setback2 Story Wood FrameBuilding"The Horseshoe"WoodShedOne Story HouseIPFCIRF CIRFM.R.CIRFIPFIRFElectricMeterEnclosedPorch One Story Building One StoryConcrete Block BuildingTwo StoryHouseOne StoryApartment HouseCovered Concrete Porch AREA29658.7 Sq. Feet0.68 AcresPropaneSmokerDumpsterBarShed Roof Elevated Stage Bar 22'X2'Bar 65'X2'CoolerCoolerConcrete Concrete Walk"Tented Area"TentAsphalt ParkingAsphalt ParkingAsphalt ParkingAsphaltAsphaltConcession Stand Portable Bathrooms (Typ.)Cross Walk/ Main EntranceEntrance / Exit GateCrowd Control BarricadeCrowd Control BarricadeDuring Outdoor EntertainmentCrowd Control BarricadeTemporary Pop-up Tents In Place During Outdoor EntertainmentRow of Cones for Taxi Stand / Pull-Off AreaTaxi Stand / Pull-Off AreaEntrance/Exit Gate Entrance Gate Temporary Barricades Placed SEE NOTE SEE NOTESEE NOTE8' WIDE12' WIDE Bar 10'X2'Bar 7'X2'10' WIDESIGNAGEACCESSIBLE PARKINGCONCRETE PAVEMENT9.00'18.0'4, S2L-4.02L-4.07L-4.0STANDARD ACCESSIBLE SYMBOL6L-4.0LAWNSIGNAGE4, S1L-4.0STRIPPED PEDESTRIAN CROSSWALK1L-4.0FLUSH CONCRETECURB5L-4.0LAWN13.00'CONCRETEWHEEL STOP,TYP.8L-4.0CONCRETE CURB, TYP.3L-4.011.4'TRANSITIONCONCRETE CURB, TYP.Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Horseshoe Inn, IncP.O. Box 411Glens Falls, NY 12801Save Date: 5/20/2024 10:51 AMFile Name: G:\Proj-2023\2023074_Horseshoe_Inn\2023074CAD\2023074_LAYOUT PLAN.dwgPlotted By:MATT BROBSTON Special UsePermit Renewal9 Gridley StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023074LAYOUT PLANL-2.0MCBMCBDRC05/16/241"=20'105101520200Scale: 1" = 20'LEGENDCONCRETE PAVEMENTGRASS AREAPROPERTY LINECONSTRUCTION LIMIT LINE1.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TOTHE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISENOTED.2.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TOFACE OR BOTTOM OF CURB.3.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER AND IFNECESSARY APPROPRIATE MUNICIPAL OFFICIALS.4.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTSSHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.5.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.6.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:Planning Board #XXXXXXXX Of Deeds At Page 23311As Stated in Book 2015For Ingress And EgressPerpetual Right-Of-Way25 Ft. Wide SurfaceAsphalt1 Story MotelCrushed Stone Surface(Formerly Known As "Crescent Street" As Per Map Ref. No. 1)Pavement width = 30'±Right Of Way = 40'Tax Parcel: 179.00-5-12011/13357The Hong Yu Chen Living TrustLands N/F OfFrom CornerS47°25'E, 1.40'Tax Parcel: 179.00-5-2Area#2 Gridley Street40' Setback2 Story Wood FrameBuilding"The Horseshoe"One Story HouseIPFCIRF CIRFM.R.CIRFEnclosedPorch One Story Building One StoryConcrete Block BuildingTwo StoryHouseOne StoryApartment HouseCovered Concrete Porch AREA29658.7 Sq. Feet0.68 AcresBarShed Roof Elevated Stage Bar 22'X2'Bar 65'X2'CoolerCoolerConcrete Concrete Walk"Tented Area"TentAsphalt ParkingAsphalt ParkingAsphalt ParkingAsphaltAsphaltConcession Stand Portable Bathrooms (Typ.)Cross WalkBar 10'X2'Bar 7'X2'DECIDUOUSTREE, TYP.10L-4.0DECIDUOUSTREE, TYP.10L-4.0STREET LIGHT9L-4.0LAWNLAWN3GT1TA1TAUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Horseshoe Inn, IncP.O. Box 411Glens Falls, NY 12801Save Date: 5/20/2024 10:53 AMFile Name: G:\Proj-2023\2023074_Horseshoe_Inn\2023074CAD\2023074_ LANDSCAPE LIGHTING.dwgPlotted By:MATT BROBSTON Special UsePermit Renewal9 Gridley StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023074LANDSCAPE &LIGHTING PLANL-3.0MCBMCBDRC05/16/241"=20'105101520200Scale: 1" = 20'LEGENDPROPERTY LINECONSTRUCTION LIMIT LINE1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINESESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCKPUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES ANDSHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLEREQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERYSTOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATICCONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION.TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UPTO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FORHEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTSTIP-TO-TIP.3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUMQUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BEREPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMEDTO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BEREJECTED.4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWNUNLESS OTHERWISE NOTED ON PLANT LIST.5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING,MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TODECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIGHAZARDS SHALL BE DUG IN THE SPRING ONLY.6.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IFSPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMITPROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITHPROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANTSPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM,HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT ANDCULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPEARCHITECT.7.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES ANDSHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS,INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECTUNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURINGPROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREESOR SHRUBS IMMEDIATELY FROM PROJECT SITE.8.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINESPRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THELANDSCAPE ARCHITECT.9.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSEDGRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BEPLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.10.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTERFERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS ANDPERENNIALS.11.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARKMULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS ANDSUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OFDOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHERHARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCHSHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARKBROWN IN COLOR.12.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED INREASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION ATDELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE.13.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS ANDOPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAINPROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT,REPAIR, OR REPLACE DAMAGED PLANTINGS.14.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TOREMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR APERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK,AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK.15.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25%DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN ANUNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THECOST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THESAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST.16.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITHAOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATIONTOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES,PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION,AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS:PROPORTIONGERMINATIONPURITYCOMMON NAMEBY WEIGHTMINIMUMMINIMUMCREEPING RED FESCUE 50% 85%95%OR CHEWINGS FESCUE KENTUCKY BLUEGRASS25% 85% 90%PERENNIAL RYE25%90%90%17.TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTUREAS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ONTHE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGERTHAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS,DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THEOWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANTGROWTH,TOPSOIL SPECIFICATION:GRADATION:SIEVE % PASSING BY WEIGHTCHEMICAL ANALYSISMIN. MAX.#10100PH RANGE5.2-7.0#207895ORGANIC MATTER4%-6%#406787MAGNESIUM35LB. PER AC#604878PHOSPHORUS #1004075POTASSIUM #2002863SOLUBLE SALTSNOT TO EXCEED 500 PPM#2702255.00227PLANTING NOTES:PROPOSED DECIDUOUS TREEPLANT LISTSYM.QTY.BOTANICAL NAMECOMMON NAMESIZEREMARKS/SPACINGDECIDUOUS TREESTA2Tilia americanaAmerican Basswood8'-10' ht.B&BGT3Gleditsia tricanthos v. inermisThornless Honeylocust8'-10' ht.B&BPlanning Board #XXXXXXXX 3'-11"5"50.0°100°R5"5"R1 4 " 5" 2 "5"1'-2"10"NOTES:ALL PAINT TO BE COLOR BLUE AND AS SPECIFIEDTHE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADASTANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICALSYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREASTHE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR ANDSIGNIFIES ACCESSIBILITY.110°2'-4"1'-5"NON-ACCESSIBLEPARKING SPACE (TYP.)9'-0" TYP.NO-PARKING STRIP PAINTEDWITH 4" WHITE DIAGONALLINESNOTE:1.MAXIMUM SLOPE WITHIN ACCESSIBLE PARKINGAND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%)2.REFER TO PLAN FOR LAYOUT INFORMATION4" WIDE PARKINGLINES PAINTEDWHITENOTE:PROVIDE 1 ACCESSIBLESPACE IN EVERY 25PARKING SPACES UP TO100, 1 HANDICAP SPACEIN EVERY SPACES OVER100. (AS PER N.Y.S.BLDG. CODE).ANSISTANDARDACCESSIBLESYMBOL9'-0"13'-0"FREE STANDING "NO PARKING" SIGNTO MEET ANSI STDS. (12X18" MIN.SIZE. 80" MIN. MOUNTING HEIGHT ATBOTTOM OF SIGN).FREE STANDING RESERVED PARKING SIGN TOMEET ANSI STDS. (80" MOUNTING HEIGHT ATBOTTOM OF SIGN). SIGN SHALL NOT BEOBSCURED BY A VEHICLE IN THIS SPACE.LAWN AREA4, S1L-4.04, S2L-4.0S1S2HEAVY DUTYALUMINUM SIGN1-3/4" SQUARE GALV.STEEL POST. PAINTONE PRIME AND TWOFINISH COATS BLACKMARINE ENAMEL2" SQUARE GALV. STEELSIGN POST STOCK SLEEVETO MATCH POSTFINISH GRADE(LAWN OR PLANT BED)LOCATE SIGN2' OFF EDGE OFCURB OR WALKNOTE:1.OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION.2.INSTALL 2' FROM EDGE OF PAVEMENT.COMPACTEDSUBGRADE80"6"3'-0"M.U.T.C.D.NO.APPROX. SIZEOF SIGNLETTERSIZETYPETEXTSEEM.U.T.C.D.4"12" X 18"1.5 S.F.12" X 18"1.5 S.F.P1-1P4 - 6C6-0" MIN. (SEE PLAN)12"12"*CROSSWALKTO MEET DRIVEEDGE AT FLUSHCURB.WHITE PAINT AS SPECIFIED6"6"18"6"PAVEMENT14" RADIUSCONCRETE SIDEWALK, SEEDETAILCAST-IN-PLACECONCRETE CURB,SEE CONCRETESPECIFICATIONGRAVEL COMPACTEDTO 95% STANDARDPROCTORSUBGRADECOMPACTED TO 90%STANDARD PROCTOR7"EXPANSION JOINTNOTES:EXPANSION JOINT SPACING - 20'-25' O.C.CONTROL JOINT SPACING - 5' O.C.NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET ORA.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEERSIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEERTHESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALLCONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLEDWITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITYMINIMUM SPECIFICATIONS.ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALSSHALL MEET OR EXCEED THESECONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETEAIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOWWATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES ORLESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4)PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THESURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PERLINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT ORABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOISTCURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TOFREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACTLENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARYWITH CLIMATE AND WEATHER CONDITIONS.TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALLCOMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORKSTATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSCONSTRUCTION AND MATERIALS", 1985.ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLYBE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGSPLANNING BOARD.*A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP ANDWORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGSCONCRETE SPECIFICATIONS OF THE PLANNING BOARDBROOM FINISH PERPENDICULARTO WALK4" CONCRETE6" X 6" NO 66 WOVEN WIREMESH EXCEPT A.O.B.E.6" GRANULAR SUBBASE COURSE NYSDOT SECT. 304, TYPE 2 COMPACTEDTO 95% STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTORBROOM FINISH PERPENDICULARTO WALK6" CONCRETE - SEECONCRETE SPECIFICATIONS6" X 6" NO 66 WOVEN WIREMESH EXCEPT A.O.B.E.8" GRANULAR SUBBASE COURSE NYSDOT SECT. 304, TYPE 2 COMPACTEDTO 95% STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTORSIDEWALKDUMPSTER/BUS AND BIKE SHELTER PADNOTES:-TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADEAS IN THE NURSERY. -THIN BRANCHES & FOLIAGE ASDIRECTED WHILE RETAINING NORMAL SHAPE OF TREE.NEVER CUT A LEADER.-TREE SHALL BE PLUMB & STRAIGHT.12"EQ.EQ.STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDEMETHOD AND MANUFACTURER SAMPLE TO OWNER'SREPRESENTATIVE FOR APPROVAL.NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OFTHE SECOND LOWEST BRANCH (FALL PLANTING ONLY)3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIALAWAY FROM TRUNK.3" HT. PLANTING MIX SAUCERAMENDED PLANTING MIX, COMPACTEDCUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTERBACKFILLING BUT BEFORE MULCHING. DO NOT REMOVEBURLAP.NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%UNDISTURBED SUBGRADECAST ALUMINUM FINIAL AND ROOFSAME FINISH AS POLE4ARC22T5-MDL03 LED: 64 WATT 2200 COLORTEMPERATURE, TYPE 5 DISTRIBUTION, 120-277VOLT DIMMABLE DRIVERACRYLIC ACORN LENS5T TWIST LOCK FITTERDRIVER COMPARTMENT4" - 3" DIA. TAPERED POLE, .125 WALLTHICKNESS, 6063-T6 STRUCTURALGRADE ALUMINUMACCESS DOORCATALOG NUMBER:PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4214T4/BK17" DIA. BASE WITH 0.750" FLOOR THICKNESS,FOUR ANCHOR BOLTS AND ONE GROUND STUD.12'-0"34" CHAMFER3"24" MIN.4'-0" MIN.20"FINISHED GRADEZINC PLATED ANCHOR BOLTASSEMBLY PER MANUFACTURER'SRECOMMENDATION2" PVC SCHEDULE 40NO DIRECT BURIALGROUND ROD PER N.E.C.4000 PSI CONCRETE BASE WITHSONOTUBE FIBER FROM 20" DIA.UNDISTURBED SUBGRADE ORCOMPACTED TO 90% STANDARDPROCTORNOTES:1.INSTALLATION OF DECORATIVE LIGHTS SHALL BECOORDINATED WITH THE CITY ELECTRICIAN ANDDEPARTMENT OF PUBLIC WORKS. (USE 120V POWER)2.THE OWNER / DEVELOPER IS RESPONSIBLE FORPAYING CONNECTION CHARGES FROM NATIONAL GRID.THE CITY OF SARATOGA SPRINGS TAKES OVER THELIGHT ONCE CONNECTED.3.ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES ANDBETWEEN BASES USE 2" SCHEDULE 40 PVCNON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYSWHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE:THHN COPPER STRANDED NUMBER 6 COLORED RED,WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS.PROVIDE A SEPARATE HANDHOLE, SYNERTECHSYN121212HH02, TO BE OWNED BY THE CITY FOR THEDISCONNECT NEAR THE BASE OF THE ELECTRIC POLEOR BOX AT THE BEGINNING OF SERVICE. PROVIDE ANDINSTALL (1) 5/8 INCH COPPER GROUND ROD INHANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TOPOLE OR BOX PER NATIONAL GRID'S STANDARDS. IFCONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHTFUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600VWITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZFSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IFCONNECTING MORE THAN ONE LIGHT PUT A 30 AMPFUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE ANDPROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AAFUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACHLAMP. RUN #12 THHN COPPER, (RED, WHITE ANDGREEN) FROM BASE TO TOP OF LIGHT. USE POLARISCONNECTORS FOR CONNECTIONS IN HANDHOLE AND INBASE OF LIGHTS. THE LIGHT IS TO BE MOUNTEDDIRECTLY INTO CONCRETE BASE USING FENDERWASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCHTHICKNESS, AND LOCK WASHERS.ELECTRONIC PHOTOCELL(STREET SIDE)POLE WELDED FOR SINGLE UNITCONSTRUCTIONBLACK FINISH14'-8 34"17" DIA. BASE, 12"DIA BOLTCIRCLE, DIAMOND PATTERN,FOUR 12" x 18" ANCHOR BOLTS6"6"6"6"ADJACENTPAVEMENT, SEEPLANS.CONCRETE SIDEWALK1/4" EXPANSION JOINT ATSIDEWALK, SEE JOINT DETAIL1/2" RADIUS18"1/2" RADIUS WITH1/2" REVEAL UNLESSOTHERWISE NOTEDCAST-IN-PLACE/SLIP FORM CONCRETECURB, SEE CONCRETE SPECS LISTED ONCONCRETE PAVING DETAIL.COMPACTED GRAVEL (TO 95%STD. PROCTOR) NYSDOT SECT.304 SUBBASE TYPE 4COMPACTED OR UNDISTURBEDSUBGRADE (TO 90% STD.PROCTOR)PROVIDE 1/4" EXPANSIONJOINT IF INTERFACE WITHCONCRETE PAVING.6"NOTE:EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX.NOTES:1. ANCHORED BY (2) 3/4" STEEL RODS, 18" LONG2. REINFORCED BY 4-3/8" DEFORMED #3 BARS3. WEIGHT, APPROX. 275 LBS.SECTIONOBLIQUE5'-6"6'-0"4"7"10"Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Horseshoe Inn, IncP.O. Box 411Glens Falls, NY 12801Special UsePermit Renewal9 Gridley StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023074SITE DETAILSL-4.0MCBMCBDRC05/16/24NTSScale: NTSSTANDARD ACCESSIBLE SYMBOL6Scale: NTSACCESSIBLE PARKING7Scale: NTSSIGNAGE4Scale: NTSPAINTED PEDESTRIAN CROSSWALK1Scale: NTSCONCRETE PAVEMENT2Scale: NTS6" CONCRETE CURB3Scale: NTSDECIDUOUS TREE10Scale: NTSSTREET LIGHT9Scale: NTSFLUSH CONCRETE CURB5Scale: NTSCONCRETE WHEEL STOP8Planning Board #XXXXXXXX