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HomeMy WebLinkAbout20240427 122 Regent St. Site Plan PlansCOVERS-1SURVEY- [ Thompson Flemming Land Surveyors ]L-1.0SITE PREP, DEMO & ESC PLANL-2.0LAYOUT & MATERIALS PLANL-3.0GRADING & DRAINAGE PLANL-4.0UTILITIES PLANL-5.0LIGHTING & LANDSCAPING PLANL-6.0SITE DETAILSL-7.0SITE DETAILSL-8.0SITE DETAILS122 Regent StreetAdaptive Reuse Site Plan Review PlansSHEET 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:Bonacio Construction18 Division StreetSaratoga Springs, NY 12866PROJECTSITEJune 3, 2024Planning Board #XXXXXXXX TAX PARCEL #165.76-1-35.11PARCEL SIZE:± 23,435 S.F. / 0.538 ACZONING DISTRICT:URBAN RESIDENTIAL DISTRICT (UR-4)USE:RESIDENTIALAREA / BULK REQUIREMENTSREQUIREDPROPOSEDEXISTINGMINIMUM LOT DENSITY:3,000 S.F. / DU4,687 S.F. / DUMINIMUM LOT WIDTH:60'146'MAX. BUILDING COVERAGE:40%40%26%MAX. % IMPERVIOUS SURFACE:75%60%50%MAX. BUILDING HEIGHT:40'40'40'SETBACKSFRONT:10' 10'REAR:25' 25'INTERIOR SIDE:5' 5'CORNER:8' 8'PARKING1.5 / DU 2 DU ACCESSORY STRUCTURE SETBACKSFRONT:5' 5'REAR:5' 5'EAVES:4' MIN 4'SITE STATISTICS:UNION AVEWHITE STREETNORTH LANEMURPHY LANEPARK PLACEREGENT STREETCIRCULAR STREET COURT STREETGEORGE STREETCOTTAGE STREET SUNY EMPIRESTATE COLLEGECONGRESS PARKSARATOGA SPRINGSHISTORIC MUSEUMHOLIDAY INNSARATOGA SPRINGSWHITE STREETR E G E N T S T R E E T UNION AVECI R C U L A R S T R E E TCONGRESS PARKCOTT A G E S T R E E T NORTH LANEPROJECTSITEA-1BUILDING FLOOR PLANSA-2BUILDING ELEVATIONSA-3GARAGE FLOOR PLAN AND ELEVATIONSVIEW FROM REGENT STREET & WHITE STREET CORNER White StreetNorth LaneRegent Street 308 307 3103 0 8 310311311310309 3103 0 9 3102 STY. BUILDINGWOOD SHEDOVERHANGOVERHANGOVERHANGHOUSE EAVES HOUSE CONC. SID E W A L K ASPHALT DRIVEWAYCONC. SIDEWALKASPHALT PARKING LOTPARKING PAINT LINESCONC.PADKOIPONDCONC. SIDEWALKCONC. SIDEWALKCONC. SIDEWALK CURBWhite StreetNorth LaneRegent Street10"VCP SANITARY12"VCP STORM4" WATER MAIN 4" WATER MAIN6" GAS MAIN (REC.)6" GAS MAIN (REC.)6" GAS MAIN (REC.)HOUSE HOUSEGARAGE5" IRON SAN. SERVICE APPROX. LOCATION REMOVE EXISTINGWOOD POSTDREDGE, DRAIN ANDREMOVE CONCRETE INEXISTING KOI PONDREMOVE STONEBORDERREMOVE EXISTINGTREES, TYP.REMOVE EXISTINGCONCRETE PADREMOVE EXISTINGCONCRETE TABLEREMOVE EXISTINGOVERHANG STRUCTUREREMOVE EXISTINGWOOD SHEDREMOVE EXISTINGASPHALT PAVEMENTREMOVESTONE WALLREMOVEEXISTING FENCEREMOVE EXISTINGTREES, TYP.REMOVE EXISTINGCONCRETE PAVEMENTREMOVE STONEBORDERREMOVESOLAR PANELRELOCATE ELECTRICUTILITY LINE & METERSIDEWALK TO BEREMOVEDCONCRETE CURBTO BE REMOVEDSAWCUTCONCRETE CURBTO BE REMOVEDSAWCUTTREE PROTECTIONFENCING, TYP.REMOVE EXISTINGTREES, TYP.SAWCUT ASPHALTEXISTING PRIVACYFENCE TO REMAINREMOVE FENCEHEDGE ROW TO REMAINREMOVE WATERSERVICE LINEREMOVE STEPSTEMPORARY STOCKPILE4L-6.0SILT FENCE3L-6.01L-7.0SAWCUT AND REMOVE 18" OF EXISTING ASPHALTSAWCUT AND REMOVE 18" OF EXISTING ASPHALTSAWCUT AND REMOVE 18" OFEXISTING ASPHALT24" YELLOWWOOD TREETO REMAIN20" CHERRY TREETO REMAINTREE PROTECTIONFENCING, TYP.1L-7.0CRABAPPLE TREETO REMAINDOGWOOD TREETO REMAINEXISTING FIREHYDRANTEXISTING EASEMENTSHUT OFF WATERSERVICE AT CORP STOPSTABILIZED CONSTRUCTIONENTRANCESILT FENCE3L-6.01L-6.0CONCRETE WASHOUT2L-6.06" OAK TREE TO REMAINBonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015SITE PREP, DEMO& ESC PLANL-1.0CMIJTMCMI06/03/20241"=10'8642510100Scale: 1" = 10'LEGENDPROPERTY LINECONSTRUCTION LIMIT LINEEXISTING VEGETATION TO BE REMOVEDREMOVE ITEMREMOVE CONCRETE PAVEMENTREMOVE ASPHALT PAVEMENTREMOVE EXISTING STRUCTURE1.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 CONTRACTOPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMALSERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT,ROADWAYS AND DRIVEWAYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, ANDBARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THENATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLYPROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROMDAMAGE.4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALLARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPEARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTEDOR REMOVED. DO NO CLEARING WITHOUT A CLEARUNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATEDTO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIODAND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE INACCORDANCE WITH PROJECT PLANS, DETAILS ANDSPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THEDRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BESAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STOREDBENEATH 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 WORKOPERATIONS.7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEWCONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALLBE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE ANDPROTECTED UNTIL 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:1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED"SURVEY MAP SPRING HILL WALDORF SCHOOL", DATED MARCH 15,2024, AS PREPARED BY THOMPSON / FLEMMING. HORIZONTAL ANDVERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY.2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTORSHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCALAUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVINGJURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK. ANY COSTS INCURRED BY THECONTRACTOR DUE TO FAILURE TO CONTACT THE PROPERAUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THECONTRACTOR.3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THISPLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATELOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPEELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSEDLIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHINPROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGEAND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TOCONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THECONTRACTOR.4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS INTHE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS ANDTHE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT.5.LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR ISRESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE ANDOUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THELIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITSORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONSAT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THEPROPERTY LINE SHALL BE THE LIMIT OF WORK.6.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS.MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS ANDREPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED.7.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULINGCONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFICPATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIANTRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECTSAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OFWORK LINE.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIREDPERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE INPLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED,CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLYADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDINGSHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITHTHE OWNER'S REPRESENTATIVE.9.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURINGCONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON"AS-BUILT DRAWINGS," AS SPECIFIED.10.STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT ANDMATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK ASSHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'SREPRESENTATIVE.11.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH ISNECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, ORSHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTSFURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTINGTHE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILLPROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THEEVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL ANDWILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSEDTHEREBY.12.PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHTPOLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXESAND AS SHOWN ON PLAN.13.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTINGINFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS ANDDRIVEWAYS.14.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HISEFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORKWITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS ANDSPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORECOMMENCING CONSTRUCTION.15.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE ANDLOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.16.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES,TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS ANDPROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OFTHE SITE SHALL NOT BE IMPEDED.GENERAL NOTESPlanning Board #XXXXXXXX EASEMENT White StreetNorth LaneRegent Street GGGGGHHHHHUNIT 52 CAR GARAGE678 SFUNIT 22 CAR GARAGE678 SFUNIT 12 CAR GARAGE678 SFUNIT 3 GARAGE364.5 SFLAWNLAWNLAWNUNIT 4 GARAGE364.5 SFUNIT 1UNIT 2UNIT 3UNIT 4UNIT 59L-6.08L-7.08L-6.012L-6.012L-6.010L-6.012L-6.012L-6.012L-6.012L-6.07L-7.021435689710CONCRETE WALK, TYP.GENERATOR PAD, TYP.BENCHPERIMETER FENCE, TYP.PATIO ADDITION, TYP.ORNAMENTAL FENCE POST, TYP.CONCRETE WALK, TYP.HEAT PUMP, TYP.ASPHALTDRIVEWAY, TYP.R10', TYP.CONCRETE PARKING AREA, TYP.TEXTURED CONCRETE PAVEMENT (TYPE 2), TYP.CONCRETE CURB, TYP.CONCRETE PEDESTRIAN SIDEWALKNEW CURB MEETS FLUSH WITH EXISTINGFLUSH CURB, TYP.FLUSH CURB, TYP.NEW CURB MEETS FLUSH WITH EXISTINGR20 . 0 'R20.00'R20.00'R20.00'R10.00'CONCRETEAPRON, TYP.CONCRETE APRON, TYP.ASPHALT DRIVEWAY, TYP.R10.0'R15.0'CONCRETE WALK. TYP.CONCRETE PARKING AREA, TYP.EXISTING PRIVACY FENCEDRIVEWAY GATE, TYP.DRIVEWAY GATE, TYP.EXISTING FIREHYDRANTPROPOSED PUBLICACCESS EASEMENTFOR CIVIC SPACE5L-6.0DETECTABLE CROSSING STRIP13L-6.0CROSSWALK, TYP.DROP CURB4.0'3.0'26.54'28.54'25.54'30.0'30.0'10.0'10.0'9.0' 9 . 0 '4.0'4.0'3.0'4.0'9.0'9.0'9.0'9.0'20.0'25.54'26.54'25.54'26.54'25.54'4.0'4.0'4.0'25.0'REAR SETBACK25.0'REAR SETBACK10.0'FRONT SETBACK10.0'FRONT SETBACK10.0'FRONT SETBACK4.0' TO EAVES5.0'5.0'5.0'ACCESSORYSETBACK22.0' 22.0' 3.0'5.0' ACCESSORY SETBACK3.8'6.4'3.3'3.9'7.6'3.3'PEDESTRIAN GATE, TYP.BonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015LAYOUT &MATERIALS PLANL-2.0CMIJTMCMI06/03/20241"=10'8642510100Scale: 1" = 10'LEGENDCONCRETE PAVEMENT TYPE 2PARKING AREAASPHALT PAVEMENTORNAMENTAL FENCEPROPERTY LINECONSTRUCTION LIMIT LINE1.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.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TOFACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPALOFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKEDBY THE CONTRACTOR AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITEIMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.8.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.9.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:CONCRETE PAVEMENT TYPE 1SIDEWALKSGENERATOR PADHEAT PUMPPRINCIPLE SETBACKACCESSORY SETBACKGHPlanning Board #XXXXXXXX PROPOSED PUBLICACCESS EASEMENTTREES TO REMAIN 308 307 3103 0 8 310311311310309 3103 0 9 310White StreetNorth LaneRegent Street GGGGGHHHHHFFE 310.0FFE 310.7FFE 309.7FFE 310.25309.5310 BS309.2309.9309.0309.9309.6310.0 BS309.7309.62309.5309.3309.7309.5 (e)309.25 (e)309.15 (e)309.75 (e)309.0 (e)309.3309.4309.6309.9309.2310 BS308.33 (e)309.85309309.2309.9310 BS309.85309308.38 (e)310.0 BS310.47 (e)310.12 (e)309.9310.0310.1 (e)309.9310.0309.7309.8309.8310.0310.4 (e)310.08309.6310 BS309.9309.9309.8309.4(e)309.5309.9309.6309.6309.68309.68309.6309.42309.5310 BS309.9309.9310.5 BS310.6310.4310.6310.3310.3309.8310.0309.8(e)309.9310.16 (e)309.8309.6310.2310.2309.6309.8309.8309.6(e)309.4309.0309.0308.8 (e)308.6 (e)309.2309.0TP-2TP-1FFE 311.50309.12DW-1RIM: 308.90INV. IN: 306.954" HDPE PIPE,CONNECT TO ROOFDOWNSPOUT, TYP.DW-2RIM: 308.9INV. IN: 306.75DW-3RIM: 309.50INV. IN: 307.35DW-4RIM: 310.25INV. IN: 308.35309.72L-8.02L-8.02L-8.0DW-5RIM: 309.1INV. IN: 306.72L-8.0YD-1RIM: 309.0INV. OUT: 306.95L-8.08" HDPE310.2DW-7RIM: 309.502L-8.0DW-6RIM: 309.7INV. IN: 309.52L-8.0YD-2RIM: 309.0INV. OUT: 306.95L-8.02L-8.0DRIP EDGE6L-8.0DRIP EDGE6L-8.0BonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015GRADING &DRAINAGE PLANL-3.0CMIJTMCMI06/03/20241"=10'8642510100Scale: 1" = 10'PROPERTY LINEMAJOR CONTOURMINOR CONTOUR850EXISTING MAJOR CONTOUREXISTING MINOR CONTOUR850CONSTRUCTION LINE LIMITSPROPOSED SPOT ELEVATION8578528521.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED03/15/2024 PERFORMED BY THOMPSON AND FLEMING LAND SURVEYORS,P.C..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 2%. 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.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEETTHE LINE AND GRADE OF THE EXISTING PAVING.8.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.9.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.10.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.11.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.12.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROMSTRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREEFROM IRREGULAR SURFACE CHANGES.13.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TOREMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BYCONTRACTOR SHALL BE REPLACED IN KIND.14.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.15.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.16.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOMOF SLOPES.17.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.18.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.19.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OFFINISHED GRADE UNLESS OTHERWISE NOTED.20.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:LEGENDTEST PIT LOGSOIL TEST PITS WERE CONDUCTED ON MAY 5, 2024 BY KARATEDFORD (THE LA GROUP).TEST PIT #1 (TP-1)0 - 12" TOPSOIL12" - 40" 10 YR 3/1, SANDY LOAM40" - 96" 10 YR 4/4, LOAMY SANDROOTS: OBSERVED TO DEPTH OF 36"ROCK: NOT ENCOUNTEREDSEASONAL HIGH GROUNDWATER: NOT ENCOUNTEREDFALLING HEAD PERMEABILITY TEST AT 72": >120 INCHES/HOURFALLING HEAD PERMEABILITY TEST AT 24": >120 INCHES/HOURTEST PIT #2 (TP-2)0 - 6" TOPSOIL6" - 36" 10 YR 3/3, SANDY LOAM36" - 96"10 YR 4/6, LOAMY SANDROCK:NOT ENCOUNTEREDSEASONAL HIGH GROUNDWATER: NOT ENCOUNTEREDFALLING HEAD PERMEABILITY TEST AT 72": >120 INCHES/HOURPlanning Board # XXXXDRYWELLYARD DRAIN 2 STY. BUILDINGOVERHANGHOUSE EAVES HOUSE CONC. SID E W A L K ASPHALT DRIVEWAYWhite StreetNorth LaneRegent Street10"VCP SANITARY12"VCP STORM4" WATER MAIN 4" WATER MAIN8"VCP STORM @ 1.0%8"VCP SANITARY @ 0.3%6" GAS MAIN (REC.)6" GAS MAIN (REC.)6" GAS MAIN (REC.)HOUSE GARAGE5" IRON SAN. SERVICE APPROX. LOCATION PROPOSED ELECTRIC SERVICE TOMAIN BUILDING TO BE COORDINATEDWITH NATIONAL GRIDNEW 4" DIP WATER SERVICEEXISTING FIRE HYDRANT4"X4" TAPPING SLEEVEAND VALVEOWNER OPTIONAL 3/4"TYPE K COPPER WATERSERVICE AND 4" SDR-26SANITARY LINEOWNER OPTIONAL 3/4"TYPE K COPPER WATERSERVICE AND 4" SDR-26SANITARY LINEOWNER OPTIONAL 3/4"TYPE K COPPER WATERSERVICE AND 4" SDR-26SANITARY LINEEXISTING GAS LINE TO REMAIN. CONTRACTORTO CAMERA DURING CONSTRUCTION TOCONFIRM CONDITION OF PIPEEXISTING SANITARY LINE TOREMAINBonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015UTILITIES PLANL-4.0CMIJTMCMI06/03/20241"=10'8642510100Scale: 1" = 10'LEGENDEXISTING WATER LINEEXISTING SANITARY SEWER LINEEXISTING GAS LINEEXISTING STORM SEWER LINE1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTYLINES SHALL CONFORM TO AND BE INSTALLED AND TESTED INACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS.2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARDSPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATESTREVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATIONSDR-26 WITH SINGLE GASKET PUSH-ON JOINTS.SANITARY SEWER NOTESWATER SYSTEM NOTES1.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGETO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORMSEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OFEIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY ORSTORM SEWER.2.NEW WATER SERVICES FROM MAIN TO CURB STOP SHALL BE INSTALLEDWITH MINIMUM 5' OF COVER UNLESS ADJUSTMENT IS REQUIRED BECAUSEOF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TOMINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN ASPOSSIBLE.3.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CANEASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE,BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BEPROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THEAS-BUILT DRAWINGS.4.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS,ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENTGRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'SREPRESENTATIVE.1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THEPROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVINGJURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK. ANY COSTS INCURRED BY THECONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIESSHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONSBY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIRRESPECTIVE REQUIREMENTS.3.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALLREGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS.4.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN AREDIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BESHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONSOF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREEROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELYREPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANYDAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTORTO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR.5.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BEDONE BY HAND.6.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISHSITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS ANDSPECIFICATIONS.7.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS ANDDRIVEWAYS FOR THE DURATION OF CONSTRUCTION.UTILITY NOTESPROPOSED WATER LINEPROPOSED SANITARY SEWER LINEPROPOSED GAS LINEPlanning Board # XXXX White StreetNorth LaneRegent Street STREET LIGHT, TYP.6L-7.0EXISTING CRABAPPLE TREEEXISTING DOGWOODTREE TO REMAINEXISTING CHERRY TREEEXISTINGYELLOWWOOD TREEEXISTING HEDGE ROWPERENNIAL GARDENUNIT 1 - LAWN AREA &GARDENING TREATMENT TOBE DETERMINED BY OWNER(SEE ATTACHEDINSPIRATIONAL IMAGES)UNIT 3 - LAWN AREA &GARDENING TREATMENT TOBE DETERMINED BY OWNER(SEE ATTACHEDINSPIRATIONAL IMAGES)UNIT 2 - LAWN AREA &GARDENING TREATMENT TOBE DETERMINED BY OWNER(SEE ATTACHEDINSPIRATIONAL IMAGES)CIVIC SITTING AREASUGGESTEDOUTDOOR PATIOAREASUGGESTEDOUTDOOR PATIOAREAUNIT 4 - LAWN AREA &GARDENING TREATMENTTO BE DETERMINED BYOWNER (SEE ATTACHEDINSPIRATIONAL IMAGES)SUGGESTEDOUTDOOR PATIOAREAUNIT 5 - LAWN AREA &GARDENING TREATMENTTO BE DETERMINED BYOWNER (SEE ATTACHEDINSPIRATIONAL IMAGES)EVERGREEN SCREENINGPLANTINGSPRIVACY SCREENINGSHRUB PLANTINGSSHURB AND PERENNIAL PLANTINGSPERENNIAL PLANTINGSHERBACEOUS SHRUBFENCE SCREENINGROOFTOP TERRACE5TC1AC1AC8VP3SV3SV10HH8HH8H7S13HHERBACEOUSPERENNIAL PLANTINGSHERBACEOUSPERENNIAL PLANTINGSEVERGREEN SHRUB PLANTINGSHERBACEOUSSHRUB PLANTINGSHERBACEOUSSHRUB PLANTINGSEVERGREEN SHRUB PLANTINGS1GB1GB2TA1COPENDANT LIGHT, TYP.10L-7.0WALL MOUNT LIGHT, TYP.9L-7.0BonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015LIGHTING &LANDSCAPE PLANL-5.0CMIJTMCMI05/XX/20241"=10'8642510100Scale: 1" = 10'LEGENDNEW DECIDUOUS TREEFLOWERING TREEEXISTING TREE TO REMAINCONSTRUCTION LIMIT LINEPROPERTY LINELAWN SEED (SEE SPECS)SHRUBS AND PERENNIALSINSPIRATION PHOTOS FOR PRIVATE UNITS GARDEN SPACEANNUAL BEDSCIVIC AREA PLANT LISTSYM.QTY.BOTANICAL NAMECOMMON NAMESIZEREMARKS/SPACINGDECIDUOUS TREESTA2Tilia americanaAmerican linden2-12"-3" cal.B&BGB2Gingko bilobaGingko2" cal.B&BCO1Celtis occidentalisHackberry2" cal.B&BAC2Amelanchier canadensisServiceberry2" cal.B&BSHRUBSVP8Viburnum plicatumDoublefile Viburnum18"-24" ht.Cont.SV6Syringa vulgarisCommon Lilac24"-36" ht.Cont.TC5Taxus canadensisAmerican Yew18"-24" ht.Cont.PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUSHH18Hemerocallis 'Happy Returns'Happy Returns Daylily#2 cont.24" O.C.H21HostaHosta#2 cont.18" O.C.S7Sedum 'Autumn Fire'Stonecrop#2 cont.24" O.C.Planning Board #XXXXXXXX LIGHT - WALL MOUNTLIGHT - PENDANTOVERALL PLANT LISTBOTANICAL NAMECOMMON NAMETREESTilia americanaAmerican lindenGingko bilobaGingkoCeltis occidentalisHackberryAmelanchier canadensisServiceberryHERBACEOUS PERENNIALS / POLLINATORSHosta sp.HostaHemerocallis 'Happy Returns'Happy Returns DaylilySedum 'Autumn Fire'StonecropAsclepias tuberosaButteryfly WeedAster novae-angliaeNew England AsterEchinacea purpureaPurple ConceflowerLiatris pycnostachyaPrairie Blazing StarLobelia cardinalisCardinal FlowerMonarda fistulosaWild BergamotRudbekia hirtaBlack-eyed SusanMonarda didymaBee BalmSHRUBSViburnum plicatumDoublefile ViburnumSyringa vulgarisCommon LilacRhododendron 'Girard's VarigatedGem'Variegated Gem AzaleaCephanlanthus occidentalisButtonbushHibiscus SyriacusRose-of-sharronPhysocarpus opulifoliusNinebarkCeanothus americanusNew Jersey Tea10L-7.09L-7.0.1 FOOTLIGHT LIMIT 6"6"18"6"PAVEMENT14" RADIUSCONCRETE SIDEWALK,SEE DETAILCAST-IN-PLACECONCRETE CURB,SEE CONCRETESPECIFICATIONGRAVEL COMPACTEDTO 95% STANDARDPROCTORSUBGRADECOMPACTED TO 90%STANDARD PROCTOR7"EXPANSION JOINTFULL CURB AT LAWN6"6"18"6"PAVEMENT14" RADIUSFINISHGRADECAST-IN-PLACECONCRETE CURB,SEE CONCRETESPECIFICATIONGRAVEL COMPACTEDTO 95% STANDARDPROCTORSUBGRADECOMPACTED TO 90%STANDARD PROCTOR7"16"6"FLUSH CURB IN PAVING1/2"6"6"6"6"6"PROVIDE CLEAN SQUARECORNER WHERE BITUMINOUSWALK ABUTS CURBFINISH GRADE; BITUMINOUSOR LAWN, SEE PLANS1/2" RADIUSFINISH GRADE4,000 PSICAST-IN-PLACECONCRETECURBCOMPACTEDGRAVELBASENYSDOTSECT. 304,TYPE 2NOTES: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 PROCTORTYPE 1 SIDEWALKTYPE 2 PARKING AREANOTES: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.FOR WORK WITHIN CITY ROW THE CITY ENGINEER MAYREQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TOVERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE ASORDERED BY THE CITY ENGINEER AND SHALL BE PAID BYTHE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.SUBGRADE OR STRUCTURALFILL COMPACTED TO 95%MODIFIED PROCTORCOMPACTED GRAVEL -NYSDOT TYPE 2 (SECT.304) COMPACTED TO 95%STANDARD PROCTORDEPTH TOSUBGRADE ASREQUIREDBINDER 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 COMPACTIONDRIVEWAY1-1/2"2-1/2"10"PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESTREET1-1/2"3"14"GEOTEXTILE FABRIC, MIIRAFI 500X* PAVEMENT DEPTHS BASED ON GEOTECHNICALRECOMMENDATIONSEXISTING PAVING TO REMAINPROPOSED PAVINGTOP COURSEBINDER COURSE1-/2" MINIMUM DEEP KEYINTO EXISTING PAVEMENTCOMPACTED BASE MATERIALKEYED PAVEMENT TO BEFLUSH WITH EXISTINGPAVEMENT1'EXPANSION JOINTSCORE JOINTEXPANSION JOINTS TO OCCUR 20' O.C. MAX & ATALL CURBS, WALLS, & WHERE SHOWN ON PLANSOR OTHER DETAILSTOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS &OTHER DETAILS OR TO MATCH EXIST. SCOREJOINTS. TOOLING SHALL ALSO OCCUR AROUNDENTIRE PERIMETER OF CONC. PAVEMENT.1/2" JOINT2"2"1" MIN.1/2" JOINT2"2"TOOLED JOINT WITH 1/4" RADIUS EDGEBOND BREAKER BACKER RODPREMOULDED JOINT FILLERENGINEERED PLASTICS, INC.300 INTERNATIONAL DR., SUITE 1001 (800) 682-2525www.armor-tile.comWILLIAMSVILLE, NYPHONE: (716) 626-3626 USA, 14221Tactile SystemsFAX: 1 (800) 769-44631'-0"1 3/8"DETAIL 1AABBDOME1'-0"1'-0"10/16" Ø HOLE THROUGHEMBEDMENT FLANGES(2 PER FLANGE)DOMEINTERNAL EMBEDMENTFLANGE AT 3" C/C10/16" ØHOLE THROUGHEMBEDMENT FLANGES (2PER FLANGE)SECTION A-APLAN-TILESECTION B-BDETAIL 1NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS.2. DO NOT SCALE DRAWINGS.3. FOR CUSTOM SIZING CONTACT MANUFACTURER.4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISITWWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A.6-0" MIN. (SEE PLAN)12"12"*CROSSWALKTO MEET DRIVEEDGE AT FLUSHCURB.WHITE PAINT AS SPECIFIED21MAX.NOTES:1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BEAPPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK.2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET.3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PERCORRESPONDING DETAIL.4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE.16" ABOVEGRADE6"BELOW GRADE10' MAX. TO 36" MIN., 2" HARDWOOD FENCE POSTS,DRIVEN MIN. 16" INTO GROUND2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POSTFILTER FABRICFLOW6"MIN.EMBED FILTER CLOTH MIN. 6" INTO GROUNDSECTIONPERSPECTIVEVIEWFILTER FABRIC; FASTENED SECURELYTO FENCE POSTS W/ STAPLESFLOWFLOWCONSTRUCTION SPECIFICATIONS:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEELEITHER "T" OR "U" TYPE OR HARDWOOD.2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.STRAWBALES STAKED INTO GROUNDNOTE:1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELYCONTAIN CONCRETE CLEANOUT.10 MIL PLASTIC LININGWOOD ORMETAL STAKES (2 PER BALE)STAPLES (2 PER BALE)STRAW BALE10 MIL PLASTIC LINING8' MIN.2' MIN.CONCRETE WASHOUT SIGN50'-0"12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIALOVER GEOTEXTILE (MIRAFI 600X)R.30'-0"TYP.EDGE OF EXISTING ROADWAYCONSTRUCTION SPECIFICATIONS:1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED ORRECYCLED CONCRETE EQUIVALENT.2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLERESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY.3.THICKNESS- NOT LESS THAN SIX (6) INCHES.4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THEFULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIREAREA PRIOR TO PLACING OF STONE.5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARDCONSTRUCTION ACCESS SHALL BE PIPED BENEATH THEENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERMWITH 5:1 SLOPES WILL BE PERMITTED.6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENTINTO PUBLIC RIGHT-OF-WAY MUST BE REMOVEDIMMEDIATELY.7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON ANAREA STABILIZED WITH STONE AND WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAPPING DEVICE.8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BEPROVIDED AFTER EACH RAIN EVENT.24'-0"MIN.BonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015SITE DETAILSL-6.0CMIJTMCMI06/03/2024NTSScale: NTSPEDESTRIAN CROSSWALK13Scale: NTSDETECTABLE WARNING STRIP5Scale: NTSCONCRETE CURB AT SIDEWALK6Scale: NTS6" CONCRETE CURB9Scale: NTSFLUSH CONCRETE CURB10Scale: NTSCONCRETE PAVEMENT12Scale: NTSASPHALT PAVEMENT8SCALE: NTSPAVEMENT KEY11Scale: NTSPAVEMENT JOINTS7Scale: NTSSTABILIZED CONSTRUCTION ENTRANCE1Scale: NTSCONCRETE WASHOUT2Scale: NTSSILT FENCE3Scale: NTSTEMPORARY STOCKPILE4Planning Board # XXXX 12"EQ.EQ.UNDISTURBED SUBGRADENATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%AMENDED PLANTING MIX, COMPACTED3" HT. PLANTING MIX SAUCERGALV.TURNBUCKLE >1 PER CABLE3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIALAWAY FROM TRUNK.PRIOR TO BACKFILL, CUT AND REMOVE ROPESURROUNDING TREE TRUNK AND REMOVE BURLAPFROM TOP 1/3 OF ROOT BALL.NOTES:1.TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY,WITH ROOT FLARE EXPOSED.2.TREE SHALL BE SET PLUMB AND STRAIGHT.3.PRUNE, WATER AND FERTILIZE IN ACCORDANCE WITH SPECIFICATIONS.12"MIN.18" MIN.PLANT PERENNIALS INCONTINUOUS BED OFSPECIFIED PLANTING SOILCOMPACTED / UNDISTURBEDSUBGRADECAST 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 BOLTS2'-238"1'-512"2'-8"6'6'-1"4"4"5" CONCRETE PAD5" CONCRETE PAD6'12"POST CAP FLAT42"3'-6"INDUSTRIAL DRIVE RIVETRAIL BRACKET2 12" SQUARE POST14" ALUMINUM AIRCRAFT RIVETPOST CAP1 38" x 1 12" U-CHANNEL RAILSQ. PICKETABERDEEN FENCE (3 RAIL, 1 ROW OF DIAMONDS)BY IRON WORLD OR EQUALBonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015SITE DETAILSL-7.0CMIJTMCMI06/03/2024NTSScale: NTSDECIDUOUS TREE2Scale: NTSEVERGREEN TREE3Scale: NTSPERENNIAL PLANTING5Scale: NTSSHRUB PLANTING4Scale: NTSDECORATIVE STREET LIGHT6Scale: NTSBENCH7Scale: NTSTREE PROTECTION11.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINESESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BYTHE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE,GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALLSIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICANSTANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWNUNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THEPROJECT.2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITHBRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPERMEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPERSIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOTMEASURE BRANCHES OR ROOTS TIP-TO-TIP.3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPEAND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THECONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THELANDSCAPE ARCHITECT WILL BE REJECTED.4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESSOTHERWISE NOTED ON PLANT LIST.5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1STTO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FORFALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THESPRING ONLY.6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIESSUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS.7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IFSPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OFNON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSEDSUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BEMADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHINGHABIT, 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 SHRUBSFOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES ANDLATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL ATANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTEDTREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE.9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TOPLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT.10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANTMATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIORTO THE COMMENCEMENT OF PLANTING.11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADEAS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFOREACCEPTANCE OF ROUGH GRADING.12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTERFERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS.13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH.MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOPDRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMEREDSHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOODSHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATESTDIMENSION, AND SHALL BE DARK BROWN IN COLOR.14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLETIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THELANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE.15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THEPLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTINGPLAN SHALL GOVERN.16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED ANDSHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTERNOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE,WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING,WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY.17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS ANDOPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTIONDURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACEDAMAGED PLANTINGS.18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST INWRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTINGWORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THELANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIALCOMPLETION.19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TOTHE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THEMAINTENANCE PERIOD SPECIFIED IN THIS SECTION.20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD:20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TOINSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGERESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THESEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY,BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNSOF UNEVEN SETTLING OR LEANING.20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OFWEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVERANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5"21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPEARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THECONTRACTOR.22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAINALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEARAFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDINGDEATH AND UNSATISFACTORY WORK.23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR,AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY ORUNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETEREPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES ASSPECIFIED ON THE PLANTING LIST.24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S"RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES.PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUMPERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEEDSEED, AS FOLLOWS:Scale: NTSORNAMENTAL FENCE 8Scale: NTSLIGHT - EXTERIOR WALL SCONCE9Scale: NTSLIGHT - EXTERIOR WALL PENDANT10PLANTING NOTES:Planning Board # XXXX FINISHED GRADEPRECAST CONCRETE RISER RINGSET IN FULL BED OF MORTARFRAME AND GRATECRUSHED STONENYSDOT TABLE 703-4SIZE 3GEOTEXTILESEPARATIONFABRIC, TOP ANDSIDES ONLY12"PRECAST CONCRETEDRYWELL FOOTINGPRECAST CONCRETEDRY WELL8"24" DIA.4'6'12" (MIN.)BonacioConstruction18 Division StreetSaratoga Springs, NY 12866122 Regent Street122 Regent StreetSaratoga Springs, NY 12866Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024015SITE DETAILSL-8.0CMIJTMCMI06/03/2024NTSScale: NTSDRYWELL25' MIN. COVER 1 PIPE LENGTH (18'-0" MIN.)PROPOSED TAPPING SLEEVEEXISTING WATER MAIN3,000 PSI MIN.CAST-IN-PLACECONCRETE THRUSTBLOCKUNEXCAVATED/UNDISTURBEDEARTHMECHANICAL JOINT TAPPING VALVE & M.J.RETAINER GLANDS12" X 12" SOLID PRECASTCONCRETE BLOCKS (6" MIN. THICK)CRUSHED STONE PIPE BEDDING, ASSPECIFIED8"Ø DIPMECHANICAL JOINT RETAINERGLAND FOR DIP PIPE, AS REQ'D.(2) 3/4" Ø THREADED TIE RODS,WASHERS & NUTS ASSPECIFIED; APPLY (2) COATS OFCOAL TAR EPOXY PAINTFOLLOWING ASSEMBLY (20 MILSMIN. DFT TOTAL), TYP.PROPOSED FINISHED GRADEOR EXISTING GROUND LINETELESCOPIC PATTERN VALVE BOXScale: NTSWATER MAIN CONNECTION11'-0"MIN.MIN.PIPEO.D.6" MIN.O.D./2COMPACTIONCOMPACTIONMECHANICALCOMPACTIONMECHANICALMECHANICALPLACEMENTMETHOD OFFINAL TRENCH BACKFILLPIPE ZONE BACKFILL1 & 21 & 2203.07CRUSHEDCOVERVARIES12' MIN.PIPE O.D./26" MIN. +PIPE ZONE BEDDINGNYSDOT SIZEMATERIALDEPTHITEMNEW PVMT., SEE DETAILPVMT. RESTORATIONLAWN RESTORATION1111VARIES - AS REQ'D.5'-0" MAX. VERT. WALLPIPE O.D. + 24"8"1'-6"AGGREGATESAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TOPLACEMENT OF NEW PAVEMENT.BURIED IDENTIFICATIONWARNING TAPEEXIST. PVMT.SUBBASE MAT'L.; REFERTO NEW PVMT. DETAILFINAL TRENCH BACKFILL(SEE NOTE)TOPSOIL & SEEDAS SPECIFIEDPIPE ZONE BACKFILLPIPE ZONE BEDDING MAT'LMIN.KEYJT.CRUSHEDAGGREGATENOTES:1.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS.ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER.2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.SELECTGRANULAR FILLScale: NTSTYPICAL PIPE TRENCH DETAIL3D=DEPTH W=WIDTHAA0.5 x 1.590° (1/4) BEND45° (1/8) BENDNOTES: 81 V± = LD (W + I.D.) - I.D.5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED.2. CONCRETE NOT TO OVERLAP ANY JOINT.3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE.4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER.WHERE:V = VOLUME IN CUBIC YARDSL = LENGTH OF BLOCK IN FEETD = DEPTH OF BLOCK IN FEETW = WIDTH OF BLOCK IN FEETI.D. = INSIDE DIAMETER OF PIPE IN FEET6. REQUIRED BEARING AREAS ARE BASED ONALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i.(MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7.PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD.7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALLTHRUST SHALL BE RESISTED BY PILES OR TIE RODS TOSOLID FOUNDATIONS, OR BY REMOVAL OF SUCHUNSTABLE MATERIAL AND REPLACEMENT WITH BALLASTOF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL ASREQUIRED BY THE ENGINEER.PIPE SIZEINCHESAREASQ. FT.AREASQ. FT.AREASQ. FT.22-1/2° (1/16) BEND11-1/4° (1/32) BENDDIMENSIONSD x LTEEDIMENSIONSDIMENSIONS2.0 x 2.5D x L3.21.5 x 2.564.5D x L1.5 x 2.02.4AREASQ. FT.1.2D x L1.0 x 1.50.6AREASQ. FT.DIMENSIONSD x LDIMENSIONSREQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKSSECTION A-APLAN (TYP.)WATER MAIN(OR SEWERFORCE MAIN)CONCRETE THRUSTBLOCK SCHEDULE4,000 P.S.IUNDISTURBED SOILGRADE#30 ROOFING FELTTHRUST BLOCKScale: NTSTHRUST BLOCK DETAIL41.0 x 2.03.0 x 4.58.82.5 x 3.51012.52.0 x 3.06.83.41.5 x 2.51.71.5 x 2.04.0 x 4.512.73.5 x 3.51218.02.5 x 4.09.75.02.0 x 2.5 2.5TOPSOILFRAME AND GRATE6" MIN. SUMP 6" MIN.Scale: NTSYARD DRAIN5COMPACTEDSUBGRADECRUSHED STONESELECT GRANULAR BACKFILLFINISHGRADEScale: NTSDRIP STRIP62'3'FINISHGRADECRUSHED STONE,NO1 & NO2 STONEMIRAFI 160NGEOTEXTILE, SIDESAND BOTTOM ONLYPlanning Board # XXXX WD W DBENCH32 SFBATHCL.PANTRYCL.51 SFLAUNDRY291 SFLIVING ROOM192 SFDINING155 SFKITCHEN292 SFLIVING ROOM193 SFDINING157 SFKITCHENCL.51 SFLAUNDRY32 SFBATHPANTRYDWDWCL.UPBENCHUP18 R @ 7 7/16"18 R @ 7 7/16"GAS FPSTAIRSTAIRHALLHALLUNIT 1UNIT 2 DW198 SFKITCHEN186 SFDININGSTOR.EXTERIOR ACCESS TO BOILER ROOM333 SFLIVING ROOMCL.32 SFBATHHALLSTAIRPAN.UNIT 3 UP18 R @ 7 7/16"42 SFBATH222 SFOWNER'S BEDROOMCL.HALL70 SFWIC200 SFLIVING ROOM93 SFDINING222 SFKITCHEN200 SFLIVING ROOM93 SFDINING222 SFKITCHENCL.HALL39 SFBATH76 SFWIC71 SFBATH71 SFBATH215 SFOWNER'S BEDROOMUNIT 4 UNIT 5 132' - 0" +/-47' - 5" +/-42' - 8" +/-HALL75 SFOWNER'S BATH56 SFWIC168 SFOWNER'S BEDROOM144 SFBEDROOM 2118 SFBEDROOM 345 SFBATH144 SFHALL127 SFBEDROOM 3127 SFBEDROOM 2193 SFHALL91 SFOWNER'S BATH183 SFOWNER'S BEDROOM56 SFWIC169 SFOWNER'S BEDROOMUP18 R @ 7 7/16"17 R @ 7 11/32"TO ATTIC STORAGELINENHALLLINENCL.CL.UP18 R @ 7 7/16"17 R @ 7 11/32"TO ATTIC STORAGELINEN75 SFOWNER'S BATHLINENHALLCL.CL.145 SFBEDROOM 2118 SFBEDROOM 3144 SFHALL45 SFBATHUNIT 1UNIT 2 55 SFWIC18 R @ 7 7/16"UP17 R @ 7 11/32"TO ATTIC STORAGEDNLAUNDRYCL.45 SFBATHCL.LIN.CL.UNIT 3 142 SFBEDROOM 248 SFBATHLIN.38 SFWICLAUNDRYCL.151 SFBEDROOM 3174 SFHALL48 SFBATHLIN.142 SFBEDROOM 238 SFWIC151 SFBEDROOM 312 SFCL.LAUNDRY174 SFHALLTERRACE375 SFTERRACE550 SFSCREEN WALLUNIT 4 UNIT 5 UPUPUP17 R @ 7 11/32"TO ATTIC STORAGE18 R @ 7 7/16"DNUP17 R @ 7 11/32"TO ATTIC STORAGE18 R @ 7 7/16"DNScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:NOT FOR CONSTRUCTION3/16" = 1'-0"6/3/2024 12:08:07 PMA-1BUILDING FLOORPLANS2024.11122 REGENT ST.,SARATOGA, NY06.03.2024KWKPBBONACIOCONSTRUCTIONNo. Description Date3/16" = 1'-0"1FIRST FLOOR PLAN3/16" = 1'-0"2SECOND FLOOR PLAN T.O. SUBFLOOR -FIRST FLOOR0' -0"T.O. SUBFLOOR -SECOND FLOOR11' -1 3/4"T/ UPPER PLATE23' -6 1/2"EXISTING BRICK VENEEREXISTING STONE BANDEXISTING STONE VENEERNEW ALUM. CLAD WINDOW, TYP.EXISTING WD. SHINGLE SIDING, PTD.EXISTING WD. TRIM, PTD.NEW COMPOSITE TRIM, PTD., TYP.NEW STUCCO PANELS, PTD. TYP.EXISTING SLATE ROOF SYSTEMNEW LOUVERS AND TRIM, PTD., TYP.NEW COMPOSITE TRIM, PTD., TYP.NEW STUCCO PANELS, PTD. TYP.T.O. SUBFLOOR -ATTICNEW TIMBER BEAM, PTD., TYP.NEW TIMBER COLUMN, PTD., TYP.NEW STANDING SEAM METAL ROOF, TYP.NEW FASCIA, PTD, TYP.NEW STONE PAVERS ON CONCRETE SLAB, TYP.NEW COMPOSITE TRIM, PTD.EXISTING FASCIA, PTD.9" 12"NEW STEEL PATIO ENTRANCE SYSTEM, TYP.NEW STONE STEPSNEW BRICK INFILL TO MATCH EXISTINGEXISTING BRACKET, PTD., TYP.NEW ENTRY DOOR w/ TRANSOM, TYP. 41' - 6" +/-T.O. SUBFLOOR -FIRST FLOOR0' -0"T.O. SUBFLOOR -SECOND FLOOR11' -1 3/4"T/ UPPER PLATE23' -6 1/2"EXISTING BRICK VENEEREXISTING STONE BANDEXISTING STONE VENEERNEW ALUM. CLAD WINDOW, TYP.EXISTING WD. SHINGLE SIDING, PTD.EXISTING WD. TRIM, PTD.NEW COMPOSITE TRIM, PTD., TYP.NEW STUCCO PANELS, PTD. TYP.EXISTING SLATE ROOF SYSTEMNEW STONE PAVERS ON CONCRETE SLAB, TYP.NEW ENTRY DOOR w/ TRANSOM, TYP.NEW TIMBER BEAM, PTD., TYP.EXISTING BRACKET, PTD., TYP.NEW TIMBER COLUMN, PTD., TYP.NEW STANDING SEAM METAL ROOF, TYP.NEW STEEL PATIO ENTRANCE SYSTEM, TYP.NEW STONE STEPSNEW ALUM. CLAD WINDOW, TYP.NEW LOUVERS AND TRIM, PTD., TYP.NEW TIMBER BEAM, PTD., TYP.NEW TIMBER COLUMN, PTD., TYP.NEW STANDING SEAM METAL ROOF, TYP.NEW FASCIA, PTD, TYP.NEW STONE PAVERS ON CONCRETE SLAB, TYP.NEW COMPOSITE TRIM, PTD.EXISTING FASCIA, PTD.9" 12" 41' - 6" +/-NEW DOOR AND TRANSOMT.O. SUBFLOOR -ATTICT.O. SUBFLOOR -FIRST FLOOR0' -0"T.O. SUBFLOOR -SECOND FLOOR11' -1 3/4"T/ UPPER PLATE23' -6 1/2"NEW STONE PAVERS ON CONCRETE SLAB, TYP.NEW ENTRY DOOR w/ TRANSOM, TYP.NEW TIMBER BEAM, PTD., TYP.NEW TIMBER COLUMN, PTD., TYP.NEW STANDING SEAM METAL ROOF, TYP.NEW COMPOSITE TRIM, PTD., TYP.NEW STUCCO PANELS, PTD. TYP.EXISTING SLATE ROOF SYSTEMNEW ALUM. CLAD WINDOW, TYP.EXISTING BRICK VENEEREXISTING STONE BANDEXISTING STONE VENEEREXISTING WD. BRACKETS, PTD., TYP.NEW STANDING SEAM METAL ROOFEXISTING WD. SHINGLE SIDING, PTD.EXISTING WD. TRIM, PTD.T.O. SUBFLOOR -ATTICNEW COMPOSITE TRIM, PTD.9" 12" 41' - 6" +/-T.O. SUBFLOOR -FIRST FLOOR0' -0"T.O. SUBFLOOR -SECOND FLOOR11' -1 3/4"T/ UPPER PLATE23' -6 1/2"T.O. SUBFLOOR -ATTICEXISTING BRICK VENEEREXISTING STONE BANDEXISTING STONE VENEERNEW ALUM. CLAD WINDOW, TYP.EXISTING WD. SHINGLE SIDING, PTD.EXISTING WD. TRIM, PTD.NEW COMPOSITE TRIM, PTD., TYP.NEW STUCCO PANELS, PTD. TYP.EXISTING SLATE ROOF SYSTEMNEW WD. SHINGLE SIDING, PTD.9" 12"EXISTING BRACKET, PTD., TYP.NEW STANDING SEAM METAL ROOFEXISTING WD. BRACKETS, PTD., TYP.NEW TIMBER BEAM, PTD., TYP.NEW TIMBER COLUMN, PTD., TYP.NEW STONE PAVERS ON CONCRETE SLAB, TYP.NEW STANDING SEAM METAL ROOF 41' - 6" +/-ScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:NOT FOR CONSTRUCTION1/8" = 1'-0"6/3/2024 12:08:18 PMA-2BUILDINGELEVATIONS2024.11122 REGENT ST.,SARATOGA, NY06.03.2024KWKPBBONACIOCONSTRUCTIONNo. Description Date1/8" = 1'-0"4NORTH ELEVATION1/8" = 1'-0"1SOUTH ELEVATION1/8" = 1'-0"2WEST ELEVATION1/8" = 1'-0"3EAST ELEVATION 568 SFGARAGE25' - 0"24' - 0"A-32A-33A-34MAIN LEVEL -GARAGE0' -0"T/PLATE -GARAGE8' -9 1/8" 22' - 9" +/-8' - 9 1/8"COMPOSITE RAKE TRIM, PTD.STEPPED COMPOSITE FASCIA, PTD.ASPHALT SHINGLE ROOFINGASPHALT SHINGLE ROOFINGWD. SHINGLE SIDING, PTD.COMPOSITE FASCIA TRIM, PTD.COMPOSITE CORNER TRIM, PTD.WD. BRACKET AND TRELLIS, PTD. TYP.ALUM. CLAD WD. WINDOW, TYP.8'x8' GARAGE DOOR, TYP.WD. SHINGLE SIDING, PTD.COMPOSITE WATERTABLE TRIM, TYP.10" 12"ASPHALT SHINGLE ROOFINGCOMPOSITE FASCIA TRIM, PTD.COMPOSITE CORNER TRIM, PTD.ENTRY DOORWD. SHINGLE SIDING, PTD.COMPOSITE WATERTABLE TRIM, TYP.WD. BRACKET AND TRELLIS, PTD. TYP.ALUM. CLAD WD. WINDOW10" 12"COMPOSITE RAKE TRIM, PTD.STEPPED COMPOSITE FASCIA, PTD.ASPHALT SHINGLE ROOFINGMETAL FLASHING ROOFINGWD. SHINGLE SIDING, PTD.COMPOSITE FASCIA TRIM, PTD.COMPOSITE CORNER TRIM, PTD.ALUM. CLAD WD. WINDOW, TYP.WD. SHINGLE SIDING, PTD.COMPOSITE WATERTABLE TRIM, TYP.ScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:NOT FOR CONSTRUCTION1/4" = 1'-0"6/3/2024 12:10:01 PMA-3GARAGE FLOORPLAN ANDELEVATIONS2024.11122 REGENT ST.,SARATOGA, NY06.03.2024KWKPBBONACIOCONSTRUCTIONNo. Description Date1/4" = 1'-0"1FLOOR PLAN - GARAGE1/4" = 1'-0"2FRONT ELEVATION - GARAGE1/4" = 1'-0"3SIDE ELEVATION - GARAGE1/4" = 1'-0"4REAR ELEVATION - GARAGE