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HomeMy WebLinkAbout20230028 3368 S Broadway Hotel Expansion Site Plan PlansLands of State of New York Lands of EFF-JAY Realty LLC Lands of McJack LLC Lands of Fw Of Saratoga Inc Lands of State of New York Lands of F W Of Saratoga Inc Lands of State of New York Project Location Map: Vicinity Map: Prepared By: SARATOGA SPRINGS HOMEWOOD SUITES December 8, 2022 Site Plan Amendment Applicant/Owner: SITE STATISTICS SOUTH BROADWAYSHEET INDEX:SOUTH BROADWAYSARATOGA TREE NURSERY SARATOGA TREE NURSERY PROJECT SITE DOWNTOWN SARATOGA SPRINGS PROJECT SITE SARATOGA TREE NURSERY CITY OF SARATOGA SPRINGS STANDARD NOTES: Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.3368 S BroadwayHotel LLC909 Linden Ave.Rochester, NY 14625Save Date: 12/7/2022 1:52 PMFile Name: G:\Proj-2022\2022127_Homewood_Suites_Site_Plan_Amendment\2022127CAD\L-1-Demo-Prep.dwgPlotted By:MATT BROBSTON Prepared for:© the LA Group 2017Saratoga SpringsHomewood Suites3368 South BroadwaySaratoga Springs, NY 12866Project Title:Drawing TitleDrawing No.Description:Date:Project No.:Design:Drawn:Scale:Ch'k'd:2022127105101520200Scale: 1" = 20'SITE DEMOLITIONAND PREPARATIONPLANL-1MCBMCBCMI12/8/20221"=20'LEGENDPROPERTY LINECONSTRUCTION LIMIT LINE (DISTURBANCE ±6,700 SF)REMOVE ITEMREMOVE PAVEMENT1.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.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENTOR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITYCOMPANY AND PAY ALL ASSOCIATED COSTS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE ANDOUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS ANDDRIVEWAYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES INACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCDWITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT,PERSONS, AND PROPERTY FROM DAMAGE.4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGEA CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TOIDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NOCLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTINGCONDITIONS TO BE PRESERVED.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OFALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THELENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM,INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECTPLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BEPARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TOTREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BESTORED BENEATH TREES TO BE SAVED.6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREEPROTECTION FENCING FOR APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS.7.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 TO COORDINATEWITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BEREMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OFMATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BEDONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALLLOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLEREGULATIONS.2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTHTO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS ASAPPLICABLE UNLESS OTHERWISE NOTED.3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALLBE CAREFULLY REMOVED AND STORED AS DIRECTED BY THEOWNER'S REPRESENTATIVE.4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THEFILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM ANDSATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THEREMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOTDAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TOFULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCINGEXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BEREMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'SREPRESENTATIVE.SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:REMOVE VEGETATIONREMOVE BUILDINGPORTION OF THE EXISTINGBUILDING TO BE REMOVEDMETAL FENCE TO BE REMOVEDSPORTS COURT ANDSIDEWALKS TO BE REMOVEDVEGETATION TOBE REMOVEDVEGETATED AREA TO BEREMOVED FOR PERMEABLEPAVEMENTGRANITE CURB TOBE REMOVED 16.80'18.20'20.70'51.30'55.30'8.50'30.80'7.23'5.91'7.12'STONE DRIP STRIP8L-6POROUS ASPHALTPAVEMENT5L-6FLUSH GRANITE CURB6L-62 NEWPARKINGSPACESNEW STRIPEDPARKING SPACECONCRETEPAVEMENT, TYP.1L-6ASPHALTPAVEMENT, TYP.3L-6BOLLARD LIGHT, TYP.7L-6Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.3368 S BroadwayHotel LLC909 Linden Ave.Rochester, NY 14625Save Date: 12/6/2022 4:10 PMFile Name: G:\Proj-2022\2022127_Homewood_Suites_Site_Plan_Amendment\2022127CAD\L-2_Layout.dwgPlotted By:MATT BROBSTON Prepared for:© the LA Group 2017Saratoga SpringsHomewood Suites3368 South BroadwaySaratoga Springs, NY 12866Project Title:Drawing TitleDrawing No.Description:Date:Project No.:Design:Drawn:Scale:Ch'k'd:202212718.00'9.00'9.00'18.00'17 ROOM BUILDINGADDITION -MATCHING SAMEMATERIAL ANDHEIGHT1.ALL LINE AND GRADE INFORMATION SHALL BE LAIDOUT BY A NEW YORK STATE REGISTEREDSURVEYOR ENGAGED BY THE CONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TOCONSTRUCTION. THE OWNER'S REPRESENTATIVESHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELDADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE PRIOR TOCONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL ORPERPENDICULAR TO THE LINES FROM WHICH THEYARE MEASURED UNLESS OTHERWISE NOTED.4.DIMENSIONS TO CURBS ARE FROM FACE ORBOTTOM OF CURB TO FACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE AND IF NECESSARYAPPROPRIATE MUNICIPAL OFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BEADEQUATELY STAKED BY THE CONTRACTOR ANDAPPROVED BY THE OWNER'S REPRESENTATIVEPRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS ANDSITE IMPROVEMENTS SHALL BE STAKED IN THEFIELD FOR APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.8.CONTRACTOR SHALL COORDINATE LOCATION OFALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSEDLANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS,ETC.). CONTRACTOR SHALL REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.9.ALL EXISTING UTILITIES ARE SHOWN IN THEIRRELATIVE POSITION. CONTRACTOR IS RESPONSIBLEFOR VERIFYING THE VERTICAL & HORIZONTALPOSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.LAYOUT NOTES:LEGENDCONCRETE PAVEMENTPROPERTY LINEPERMEABLE ASPHALTASPHALT PAVEMENT105101520200Scale: 1" = 20'SITE LAYOUTPLANL-2MCBMCBCMI12/8/20221"=20' EXISTING SANITARY LINE TO BE USEDFOR EXPANDED AREAEXISTING STORM LINE TO BE USEDFOR EXPANDED AREAUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.3368 S BroadwayHotel LLC909 Linden Ave.Rochester, NY 14625Save Date: 12/7/2022 1:50 PMFile Name: G:\Proj-2022\2022127_Homewood_Suites_Site_Plan_Amendment\2022127CAD\L-3_Grading.dwgPlotted By:MATT BROBSTON Prepared for:© the LA Group 2017Saratoga SpringsHomewood Suites3368 South BroadwaySaratoga Springs, NY 12866Project Title:Drawing TitleDrawing No.Description:Date:Project No.:Design:Drawn:Scale:Ch'k'd:202212717 ROOM BUILDINGADDITION -MATCHING SAMEMATERIAL ANDHEIGHTSITE GRADINGPLANL-3MCBMCBCMI12/8/20221"=20'LEGENDPROPERTY LINEMAJOR CONTOURMINOR CONTOUR850CONSTRUCTION LINE LIMITSEXISTING SPOT ELEVATION8521.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED APRIL14, 2003, UPDATED DECEMBER 19, 2012, PERFORMED BY VAN DUSEN &STEVES LAND SURVEYORS.2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORKSTATE LICENSED LAND SURVEYOR.3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKSPRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKSSHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BYCONSTRUCTION.4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCHTO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY DISCREPANCIESNOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'SREPRESENTATIVE PRIOR TO CONTINUING WORK.5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOTEXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWINGTHIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSHAND IN ACCORDANCE WITH ADA GUIDELINES.7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE.8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEETTHE LINE AND GRADE OF THE EXISTING PAVING.9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREASAND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWNADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALLBE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TOEXISTING UTILITY LINES OR STRUCTURES INCURRED DURINGCONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULLDEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATIONAND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITEWITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BESTOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OFDELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", ANDSHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS ANDDETAILS.13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROMSTRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREEFROM IRREGULAR SURFACE CHANGES.14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TOREMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BYCONTRACTOR SHALL BE REPLACED IN KIND.15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES ANDORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAINSIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETIONOF BACKFILLING.16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISHGRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH ASLIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS DIRECTED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOMOF SLOPES.18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTINGDRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS,DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINEDCONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROMCONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THEEXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARYFACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BYOWNER'S REPRESENTATIVE.19.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISHGRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH ASLIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS DIRECTED BY THE OWNER'S REPRESENTATIVE.20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OFFINISHED GRADE UNLESS OTHERWISE NOTED.21.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BECONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2FOOT (HORIZONTAL).GRADING NOTES:105101520200Scale: 1" = 20'PROPOSED SPOT ELEVATION Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.3368 S BroadwayHotel LLC909 Linden Ave.Rochester, NY 14625Save Date: 12/6/2022 4:13 PMFile Name: G:\Proj-2022\2022127_Homewood_Suites_Site_Plan_Amendment\2022127CAD\L-4_Landscape.dwgPlotted By:MATT BROBSTON Prepared for:© the LA Group 2017Saratoga SpringsHomewood Suites3368 South BroadwaySaratoga Springs, NY 12866Project Title:Drawing TitleDrawing No.Description:Date:Project No.:Design:Drawn:Scale:Ch'k'd:202212717 ROOM BUILDINGADDITION -MATCHING SAMEMATERIAL ANDHEIGHTSITE LANDSCAPEPLANL-4MCBMCBCMI12/8/20221"=20'EXISTINGHOMEWOODSUITES HOTEL1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THEAMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OFNURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBSINDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1“AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDERCLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES ANDTRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVEGROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FORHEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP.3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OFPLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIRCONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TOBE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED.4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISENOTED ON PLANT LIST.5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1STFOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTSKNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY.6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TOCOMPLETE THE PLANTING SHOWN ON THE DRAWINGS.7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL ISNOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPEARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANTSPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE,BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTENAPPROVAL OF THE LANDSCAPE ARCHITECT.8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE ANDCONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TOREJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK.CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE.9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING ANDSHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT.10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANTBEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OFPLANTING.11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORETO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACHPLANTING PIT FOR TREES, SHRUBS AND PERENNIALS.13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALLBE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES ANDSHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHERHARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" INGREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR.14.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHERCONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCEPERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS.15.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITINGTHAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANTMATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE AWRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION.16.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE INA HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OFPLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK.17.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FORTESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURECOMPOSED 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%18.TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BYMECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUMCLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONESLARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS ANDOTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXICMATTER HARMFUL TO PLANT GROWTH,TOPSOIL SPECIFICATION:GRADATION:SIEVE % PASSING BY WEIGHTCHEMICAL ANALYSISMIN. MAX.#10100PH RANGE5.2-7.0#207895ORGANIC MATTER4%-6%#406787MAGNESIUM35LB. PER AC#604878PHOSPHORUS 75LB/AC#1004075POTASSIUM 85LB/AC#2002863SOLUBLE SALTSNOT TO EXCEED 500 PPM#2702255.00227PLANTING NOTES:LEGENDNEW DECIDUOUS TREEEXISTING TREE TO REMAINCONSTRUCTION LIMIT LINEPROPERTY LINEPLANT SCHEDULE KEYBOTANICAL NAMECOMMON NAMEPLANTING SIZEQTY.ROOTTREESCOMMENTB&BTC2LITTLE LEAF LINDENTillia Cordata4" CAL.105101520200Scale: 1" = 20'LAWNLAWNLAWN Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.3368 S BroadwayHotel LLC909 Linden Ave.Rochester, NY 14625Save Date: 12/6/2022 3:13 PMFile Name: G:\Proj-2022\2022127_Homewood_Suites_Site_Plan_Amendment\2022127CAD\L-5_Lighting.dwgPlotted By:MATT BROBSTON Prepared for:© the LA Group 2017Saratoga SpringsHomewood Suites3368 South BroadwaySaratoga Springs, NY 12866Project Title:Drawing TitleDrawing No.Description:Date:Project No.:Design:Drawn:Scale:Ch'k'd:202212717 ROOM BUILDINGADDITION -MATCHING SAMEMATERIAL ANDHEIGHTSITE LIGHTINGPLANL-5MCBMCBCMI12/8/20221"=20'EXISTINGHOMEWOODSUITES HOTELLEGENDNEW LIGHTING FIXTURESEXISTING LIGHTING FIXTURESCONSTRUCTION LIMIT LINEPROPERTY LINE105101520200Scale: 1" = 20' NOTES:1. CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 2% TYP.)2. PROVIDE TOOLED CONTROL JOINTS AND EXPANSION JOINTS AS REQUIRED- SEE DETAIL2"4"6"4" CONCRETE WITH MEDIUM BROOM (4,000 PSI @ 28 DAYSAGE); FINISH PERPENDICULAR TO WALKCONTROL JOINT; REFER TO DETAIL1/2" WIDE EXPANSION JOINT @ 20' O.C.MAX; REFER TO DETAIL6 x 6 - W2.9 x W2.9 WWM WITH 12" MIN.LAP SPLICE & 3" BOTTOM CLEARANCE6" MIN. COMPACTED NYSDOT TYPE 2SUBBASESUBGRADE COMPACTED TO 90%STANDARD PROCTOREXPANSION JOINTCONTROL JOINTEXPANSION JOINTS TO OCCUR 30' O.C. MAX,WHERE CONCRETE MEETS VERTICAL SURFACESOR IMMOVABLE OBJECTS SUCH AS CURBS,WALLS, FOOTINGS ETC, AND IN LOCATIONSSHOWN ON PLANS.1/4"3/8" JOINTJOINT SEALANT TO 1/2" DEPTHTOOLED JOINT WITH 1/4" RADIUS EDGEBACKER RODPREMOULDED JOINT FILLER. CUT BACKAS NECESSARY AFTER PLACEMENT1/4 THE DEPTH OF THE CONCRETESLABTOOLED CONTROL JOINT. PLACE 5'-0" O.C.UNLESS OTHERWISE SHOWN ON PLANS.3"3"NOTES:1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,DRIVEWAY AND PARKING LOT CONSTRUCTION WHERETRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE.BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITYENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTIONTO BE INCREASED TO CARRY DESIGN LOADING.2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORETHAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDERCOURSE.3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTINGAND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEERAND SHALL BE PAID BY THE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.SUBGRADE - COMPACTED TO90% STANDARD PROCTORCOMPACTED GRAVEL -NYSDOT TYPE 2 (SECT.304) COMPACTED TO 95%STANDARD PROCTORVARIESSEE CHARTBINDER COURSE - NYSDOT ITEM402.198902 - 19F9 H.M.A., 80SERIES COMPACTION PGBINDER (LIQUID ASPHALT)GRADE SHALL BE PG-64-22TACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM402.098302 - 9.5F3 H.M.A., 80SERIES COMPACTIONPARKING LOTPAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSEMIRAFI 500X GEOTEXTILE1-1/2"3"12"*TOP COURSE SHALL BE NYSDOT ITEM 608.020102 ANDCOMPLETED IN (2) LIFTS.PROPOSED PAVINGEXISTING PAVING TO REMAIN12"KEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT TO REMAINNOTE:THIS DETAIL IS FOR NEWBITUMINOUS PAVEMENT ADJACENTTO EXISTING BITUMINOUSPAVEMENT TO REMAIN.1 1/2" MINIMUM DEEP KEY INTOEXISTING PAVEMENTTACK COAT TO BE APPLIED TOEXISTING PAVEMENT BEFOREOVERLAYEXISTING BASE MATERIALCOMPACTED SUBGRADESEE ASPHALTPAVEMENT DETAILPROPOSED BINDERCOURSEPROPOSED TOPCOURSE6" MIN.6"5"6"5"8"6"GRANITE CURB;NYSDOT TYPE AFINISHED GRADE,SEE PLAN FOR CONDITIONCONTINUOUS CONCRETE BASE,DRY PLACEDMIN. 6" NYSDOT SECTION 304TYPE 4, SUBBASECOMPACTED ORUNDISTURBED BASECONTINUOUS CONCRETE CASEIN PLACE BACKING, 3,000 PSI,WET PLACEDFINISHED GRADE,SEE PLAN FOR CONDITIONALUMINUMEDGERESTRAINT,TYP.PROVIDE 18" STAKES AT 24" O.C.OR AS RECOMMENDED BYMANUFACTURER2%(MIN.)BUILDING FACADEWASHED PEA GRAVEL, 6" DEPTHGEOTEXTILE SEPARATIONFABRIC MIRAFI 160N, BOTTOMAND SIDESNYS DOT SIZE 2 UNDERDRAINSTONE, 18" DEPTH2'CONTRACTOR RESPONSIBLE FOR KEEPINGTREE PLUMB. IF STAKING, INSTALL 2"X2"SQ. OR 3" DIA. HARD OR SOFT WOODSTAKES, IN ACCORDANCE WITH THESPECIFICATIONS. (3) STAKES REQUIREDFOR TREES GREATER THAN 2" CAL.GALV.TURNBUCKLE >1 PER CABLE3" DEPTH SHREDDED BARK MULCH; PULLAWAY FROM TRUNK.3" HT. PLANTING SOIL SAUCER,COMPACTEDPLANTING SOIL AS SPECIFIEDCUT ROPE SURROUNDING BOTTOM OFTREE TRUNK AFTER BACKFILLING BUTBEFORE MULCHING. DO NOT REMOVEBURLAP.6" NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92%. (POORLY DRAINEDSOILS ONLY)UNDISTURBED SUBGRADEROOT FLARE SHALL BEAR SAMERELATIONSHIP TO FINISH GRADE AS ITBORE TO EXISTING GRADE IN THENURSERYEQ.EQ.45°2'-0"MIN.NEATLY WRAP ALL DECIDUOUS TRUNKSTO A HEIGHT OF THE SECOND LOWESTBRANCH (FALL PLANTING ONLY)4" POROUS ASPHALT PAVEMENT SURFACECOURSE PG 76-22P1" CHOKER COURSE: No. 57 STONE8" BED DEPTH, CLEAN UNIFORMLYGRADED COARSE AGGREGATE, PLACED IN(2) LIFTS: No. 3 STONEFINISHEDGRADEUNCOMPACTEDSUBGRADE3" No. 57 STONEINSTALLATION REQUIREMENTS:1.ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO-AXLE TANDEM ROLLER (VIBRATORY NOT ALLOWED) WITH A GROSSMASS BETWEEN 8 TO 12 TONS AND SHALL BE CAPABLE OF PROVIDING A MINIMUM COMPACTIVE EFFORT OF 250 POUNDSPER SQUARE INCH OF WIDTH OF THE DRIVE ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS:1.1.BREAKDOWN ROLLING: 275 TO 325°F1.2.FINISH ROLLING: 180 TO 220°F2.TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 325°F.3.ASPHALT SHALL BE PLACED IN A SINGLE LIFT.4.NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURECOOLS TO BELOW 100°F.5.WATERPROOF MEMBRANE SHALL BE INSTALLED IN ALL LOCATIONS WHERE POROUS ASPHALT ABUTS BUILDINGFOUNDATIONS. MEMBRANE SHALL EXTEND TO THE BOTTOM OF THE BUILDING FOOTING.POROUS ASPHALT SPECIFICATIONS:1.ASPHALT BINDER SHALL BE MODIFIED WITH ELASTOMERIC POLYMER. POLYMER SHALL BE ADDED AT A RATE TO ALLOWASPHALT BINDER TO HAVE A MINIMUM ELASTIC RECOVERY OF 60%.2.ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 5.5% BY DRY AGGREGATE WEIGHT.3.ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER ASTM D6390.4.DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIXFORMULA6"Scale: NTSPOROUS ASPHALT PAVEMENT5MIRAFI 160N ONSIDES OF STONEUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.3368 S BroadwayHotel LLC909 Linden Ave.Rochester, NY 14625Save Date: 12/7/2022 1:46 PMFile Name: G:\Proj-2022\2022127_Homewood_Suites_Site_Plan_Amendment\2022127CAD\L-6_Details.dwgPlotted By:MATT BROBSTON Prepared for:© the LA Group 2017Saratoga SpringsHomewood Suites3368 South BroadwaySaratoga Springs, NY 12866Project Title:Drawing TitleDrawing No.Description:Date:Project No.:Design:Drawn:Scale:Ch'k'd:2022127SITE DETAILSL-6MCBMCBCMI12/8/20221"=20'1" CHAMFER IN ALL LAWNPOURED CONCRETE BASE,BELOW PROPOSED FINISHED6" COMPACTED GRAVEL BASEOR PLANT BED AREASMANUFACTURER'SANCHOR AS PERFINISHED GRADELAWN AREASSPECIFICATIONSLIGHT POLE AS PERRECOMMENDATIONSCONDUIT, BY OTHERSSEE SPECIFICATIONS3000 PSIREMOVE SONOTUBE TO AMINIMUM DEPTH OF 6"GRADEANCHOR BOLTS AS PERMANUFACTURER'SRECOMMENDATIONJOINT.CONCRETE BASE TO BEFLUSH IN ALL SIDEWALKAREAS PROVIDE EXPANSIONFINISHED GRADESIDEWALK AREASMANUFACTURER'SGROUND ROD, AS PERCOMPACTED SUBGRADERECOMMENDATION1-6" MIN. 4'-0"2'-0" DIA.Scale: NTSLIGHT POLE BASE - FLUSH7Scale: NTSCONCRETE PAVEMENT1Scale: NTSCONCRETE JOINTS2Scale: NTSASPHALT PAVEMENT3Scale: NTSPAVEMENT KEY4Scale: NTSFLUSH GRANITE CURB6Scale: NTSDRIP STRIP8Scale: NTSDECIDUOUS TREE PLANTING9