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HomeMy WebLinkAbout20230267 78 Church Site Plan 2023 10 18COVER SURVEY L-1.0 SITE PREP, DEMO & ESC PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING, DRAINAGE & UTILITY PLAN L-4.0 LANDSCAPING & LIGHTING PLAN L-5.0 SITE DETAILS L-5.1 SITE DETAILS L-5.2 SITE DETAILS 78 Church Street Redevelopment Site Plan Application 78 Church Street, Saratoga Springs, NY 12866 SHEET INDEX: CITY OF SARATOGA SPRINGS STANDARD NOTES 1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 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 REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST 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 ENGINEER PRIOR TO CONSTRUCTION. 6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN 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 REQUIRED 9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL: APPLICANT: Spring City Development Group 78 Church Street Saratoga Springs, NY 12866 WEST SIDE RECREATION PROJECT SITE CHU R C H S T PROJECT SITE CHU R C H S T CLINTON STCLINTON STW HARRISON STW HARRISON STBEEKMAN STPARK STRAILROAD PLWOODLAWN AVEVAN DAM ST WALT O N S T DIVISION ST BROADWAYWALWORTH STMAPLE AVEHENRY STWATERBURY ST AMC SARATOGA SPRINGSLAWRENCE STRAIL R O A D A L L E Y TH O M A S S TKNAPP PLPARK STWASHINGTON ST October 13, 2023 ARCHITECTURAL RENDERING SCALE: N.T.S.Olsen Associates Architects SITE STATISTICS: PARCEL SIZE:23,926 +/- SF, 0.55 AC. TAX PARCEL ID: 165.51-1-37, 165.51-1-38 ZONE:UR-4, NC PROPOSED USE: MIXED USE FITNESS ROOM: 1200 SF COMMUNITY ROOM:600 SF RESIDENTIAL CONDOMINIUMS:23 UNITS REQUIRED PROVIDED CIVIC SPACE - 5% OF PROPERTY LINE 1196 SF 1,460 FT MINIMUM % BUILD OUT: 70% 96% MAXIMUM BLDG. HEIGHT:66'66' MINIMUM YARD SETBACKS: SIDE SETBACK:0'2' REAR SETBACK:0'0.5' PARKING REQUIREMENTS: RESIDENTIAL CONDOMINIUMS 1.5 / ROOM = 35 SPACES 39 SPACES BICYCLE 6 6 INSIDE/2 OUTSIDE Planning Board # 20230267 WEST HARRISON ST.DEED NO. 201603706082 CHURCH STREET REALTY LLCLANDS NOW OR FORMERLY OFLANDS NOW OR FORMERLY OFTORELL'S CARPETLAND CORP.BOOK 994 OF DEEDS, PAGE 472LANDS NOW OR FORMERLY OFCHURCH STREET DOGS, L.L.C.BOOK 1547 OF DEEDS, PAGE 416WIDTH OF PAVEMENT = 32± FT.RIGHT OF WAY = 66 FT.STREETCHURCHPLACECONC. BLOCKBUILDINGBOOK 994 OF DEEDS, PAGE 475LANDS NOW OR FORMERLY OFLINDA J. DEBLASIO DEED NO. 2017012422LANDS NOW OR FORMERLY OFSRITY LLC DEED NO. 2015014483LANDS NOW OR FORMERLY OFDANIEL J. AND LICIA A. EATON BOOK 1652 OF DEEDS, PAGE 270CLINTO N STREET RIGHT O F W A Y = 6 0 F T . WIDTH O F P A V E M E N T = 3 1 ± F T .BLODGETTBRAIM A L L E Y 3 STORY BRICK BUILDINGNO. 37 CLINTON STREETONE STORY BUILDINGNO. 78 CHURCH STREET(OCCUPIED BY "CARPETLAND"AND "GOLD TIGER TATTOO")ONE STORYALLEYONE STORY BUILDINGZONING DISTRICT T-5ZONING DISTRICT UR-4ZONING DISTRICT T-5ZONING DISTRICT UR-4SEE NOTE NO. 1SEE NOTE NO. 1SEE NOTENO. 2AREA = 23,926± SQ. FT.SEE NOTENO. 5SEE NOTENO. 5SSURVEY OF LANDS OFTORELL'S CARPETLAND CORP.ATITLE:LOCATION:SCALE:MAP NO.DANIEL C. WHEELER, LSSSOCIATES, LLCDATE:URVEYZONING INFORMATION:ZONING INFORMATION:NOTES:DEED REFERENCES:REVISIONS: WEST HARRISON ST.DEED NO. 201603706082 CHURCH STREET REALTY LLCLANDS NOW OR FORMERLY OFLANDS NOW OR FORMERLY OFTORELL'S CARPETLAND CORP.BOOK 994 OF DEEDS, PAGE 472LANDS NOW OR FORMERLY OFCHURCH STREET DOGS, L.L.C.BOOK 1547 OF DEEDS, PAGE 416WIDTH OF PAVEMENT = 32± FT.RIGHT OF WAY = 66 FT.STREETCHURCHPLACECONC. BLOCKBUILDINGBOOK 994 OF DEEDS, PAGE 475LANDS NOW OR FORMERLY OFLINDA J. DEBLASIO DEED NO. 2017012422LANDS NOW OR FORMERLY OFSRITY LLC DEED NO. 2015014483LANDS NOW OR FORMERLY OFDANIEL J. AND LICIA A. EATON BOOK 1652 OF DEEDS, PAGE 270CLINTO N STREET RIGHT O F W A Y = 6 0 F T . WIDTH O F P A V E M E N T = 3 1 ± F T .BLODGETTBRAIM A L L E Y 3 STORY BRICK BUILDINGNO. 37 CLINTON STREETONE STORY BUILDINGNO. 78 CHURCH STREET(OCCUPIED BY "CARPETLAND"AND "GOLD TIGER TATTOO")ONE STORYALLEYONE STORY BUILDINGSEE NOTE NO. 1SEE NOTE NO. 1SEE NOTENO. 2AREA = 23,926± SQ. FT.SEE NOTENO. 5SEE NOTENO. 5REMOVE EXISTINGBUILDINGREMOVE PAVEMENT, TYPREMOVE CONCRETEPORCH AREAREMOVE FENCE, TYPREMOVEPAVEMENT, TYPREMOVE CONC.LIGHT BASEREMOVE CONC.LIGHT BASEREMOVEGRAVEL, TYPCONSTRUCTION FENCEALONG PROPERTY LINEREMOVE DIRTAND GRAVEL PILEREMOVE CONC.PADCOMPOSTFILTER SOCK4L-5.0CONCRETEWASHOUT1L-5.0STABILIZEDCONSTRUCTIONENTRANCESAWCUTREMOVE CURBINGSAWCUTSAWCUT AND REMOVECONCRETE SIDEWALKREMOVE CURBINGSAWCUT AND REMOVEASPHALT TO FACILITATEWATER CONNECTIONREMOVE CONCRETEPAVEMENT4L-5.2© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 12866G:\Proj-2022\2022062_Bonacio_Carpetland\2022062CAD\L-1.0_Site Prep & Demo.dwg 78 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062SITE PREP, DEMO & ESC PLANL-1.0MCBJTMDBH10/13/231"=20'105101520200Scale: 1" = 20'COMPOST FILTER SOCKLEGENDPROPERTY LINEEXISTING SANITARY LINEEXISTING OVERHEAD UTILITYREMOVE PAVEMENTREMOVE ITEMEXISTING STORM LINEEXISTING WATER LINELIMIT OF DISTURBANCEREMOVE STRUCTUREREMOVE GRAVELCONSTRUCTION FENCESAWCUT PAVEMENTPlanning Board # 202302671.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "SURVEY OF LANDS OF TORELL'S CARPETLAND CORP", DATED MARCH20, 2017, AS PREPARED BY SURVEY ASSOCIATES, LLC. HORIZONTALAND VERTICAL 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 NOTES1.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:INLET PROTECTION WEST HARRISON ST.STREETCHURCHPLACECLINTO N STREETBLODGETTBIKESMECHSTOR LobbyTRASHMECH24681012141618202122232627282930313334242535CommercialCommunity3637383932LANDS NOW OR FORMERLY OFCHURCH STREET DOGS, L.L.C.BOOK 1547 OF DEEDS, PAGE 416CONC. BLOCKBUILDINGONE STORYLANDS NOW OR FORMERLY OFLINDA J. DEBLASIODEED NO. 20170124223 STORY BRICK BUILDINGNO. 37 CLINTON STREETDEED NO. 2015014483SRITY LLCLANDS NOW OR FORMERLY OFDANIEL J. AND LICIA A. EATONLANDS NOW OR FORMERLY OFBOOK 1652 OF DEEDS, PAGE 270LANDS NOW OR FORMERLY OF82 CHURCH STREET REALTY LLCDEED NO. 2016037060135791113151719WEST HARRISON ST.STREETCHURCHPLACECLINTO N STREETBLODGETT4L-5.1COMMERCIAL DRIVEWAYENTRANCE9L-5.0CONCRETE SIDEWALKCONCRETE CURB1L-5.19.00'18.00'R5.00'CONCRETE SIDEWALK9L-5.0EXISTING LIGHTINGHISTORIC STREET LIGHTLANDSCAPINGOVERHEAD DOORENTRANCE TO GARAGER 5 . 0 0 'LAWNART STATUESTAMPED CONCRETE SIDEWALK, TYP.DECORATIVE METAL FENCEAND GATECIVIC SPACE AREA - 1460 SFPARKING LOTLIGHT22.0' 5.0'5.0'R5.00'LAWNLAWN2.0'2.0'3.0'0.50' 4.5'GAS METER LOCATIONTRANSFORMER/GENERATOR LOCATION3L-5.19L-5.06,7L-5.15L-5.15.00'5.90'6L-5.0BICYCLE RACKBIKE STORAGEFOR 6 BIKESSTAMPED CONCRETE SIDEWALK, TYP.9L-5.0© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 12866G:\Proj-2022\2022062_Bonacio_Carpetland\2022062CAD\L-2.0_Layout & Materials.dwg 78 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062LAYOUT &MATERIALS PLANL-2.0MCBJTMDBH10/13/231"=20'105101520200Scale: 1" = 20'LEGENDPlanning Board # 20230267PROPERTY LINECONCRETE CURBCONCRETE SIDEWALKASPHALT PAVEMENTLIGHT POLEORNAMENTALSTREET LIGHTLAWN1.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: WEST HARRISON ST.DEED NO. 201603706082 CHURCH STREET REALTY LLCLANDS NOW OR FORMERLY OFLANDS NOW OR FORMERLY OFTORELL'S CARPETLAND CORP.LANDS NOW OR FORMERLY OFCHURCH STREET DOGS, L.L.C.BOOK 1547 OF DEEDS, PAGE 416WIDTH OF PAVEMENT = 32± FT.RIGHT OF WAY = 66 FT.STREETCHURCHPLACECONC. BLOCKBUILDINGLANDS NOW OR FORMERLY OFLINDA J. DEBLASIO DEED NO. 2017012422LANDS NOW OR FORMERLY OFSRITY LLC DEED NO. 2015014483LANDS NOW OR FORMERLY OFDANIEL J. AND LICIA A. EATON BOOK 1652 OF DEEDS, PAGE 270CLINTO N STREET RIGHT O F W A Y = 6 0 F T . WIDTH O F P A V E M E N T = 3 1 ± F T .BLODGETTBRAIM A L L E Y 3 STORY BRICK BUILDINGNO. 37 CLINTON STREETONE STORY BUILDINGNO. 78 CHURCH STREET(OCCUPIED BY "CARPETLAND"AND "GOLD TIGER TATTOO")ONE STORYAREA = 23,926± SQ. FT.SEE NOTENO. 5BIKESMECHSTORLobbyTRASHMECHCommercialCommunityWEST HARRISON ST.DEED NO. 201603706082 CHURCH STREET REALTY LLCLANDS NOW OR FORMERLY OFLANDS NOW OR FORMERLY OFTORELL'S CARPETLAND CORP.LANDS NOW OR FORMERLY OFCHURCH STREET DOGS, L.L.C.BOOK 1547 OF DEEDS, PAGE 416WIDTH OF PAVEMENT = 32± FT.RIGHT OF WAY = 66 FT.STREETCHURCHPLACECONC. BLOCKBUILDINGLANDS NOW OR FORMERLY OFLINDA J. DEBLASIO DEED NO. 2017012422LANDS NOW OR FORMERLY OFSRITY LLC DEED NO. 2015014483LANDS NOW OR FORMERLY OFDANIEL J. AND LICIA A. EATON BOOK 1652 OF DEEDS, PAGE 270CLINTO N STREET RIGHT O F W A Y = 6 0 F T . WIDTH O F P A V E M E N T = 3 1 ± F T .BLODGETTBRAIM A L L E Y 3 STORY BRICK BUILDINGNO. 37 CLINTON STREETONE STORY BUILDINGNO. 78 CHURCH STREET(OCCUPIED BY "CARPETLAND"AND "GOLD TIGER TATTOO")ONE STORYAREA = 23,926± SQ. FT.SEE NOTENO. 5CLINTO N S T R E E T6" DIP WATERLINE6" SEWER CONNECTION8" HDPECONNECT TO EXISTINGCATCH BASIN, INV: 319.60INV: 319.20BLDG INV: 317.40CONNECT TO EXISTINGSANITARY MANHOLE,INV: 316.91CONNECT TO EXISTING 6"WATER MAIN WITH A 6"X6"TAPPING SLEEVE, VALVEAND THRUST BLOCK3L-5.21L-5.22L-5.2TRANSFORMER / GENERATORTHRUST BLOCK5L-5.2© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 12866G:\Proj-2022\2022062_Bonacio_Carpetland\2022062CAD\L-3.0_Grading Drainage & Utility.dwg 78 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062GRADING,DRAINAGE &UTILITY PLANL-3.0MCBJTMDBH10/13/231"=20'105101520200Scale: 1" = 20'1.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORKSTATE LICENSED LAND SURVEYOR.2.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKSPRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKSSHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BYCONSTRUCTION.3.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.4.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.5.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSHAND IN ACCORDANCE WITH ADA GUIDELINES.6.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE.7.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEETTHE LINE AND GRADE OF THE EXISTING PAVING.8.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.9.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.10.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROMSTRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREEFROM IRREGULAR SURFACE CHANGES.11.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TOREMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BYCONTRACTOR SHALL BE REPLACED IN KIND.12.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.13.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.14.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOMOF SLOPES.15.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.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.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OFFINISHED GRADE UNLESS OTHERWISE NOTED.18.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:LEGENDPlanning Board # 20230267PROPERTY LINELIMIT OF DISTURBANCE (0.57 AC)EXISTING STORMPROPOSED STORMEXISTING WATERPROPOSED WATEREXISTING SANITARYPROPOSED SANITARY323.15 TC323.4323.70FFE=323.8FFE=323.8FFE=323.8FFE=323.8323.2 TC323.0 TC323.5323.6323.3323.3322.8322.8323.7323.7323.6323.55323.0 TC323.2323.5323.8323.7323.7322.8322.7323.0323.8323.4PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION322.5322.5322.3322.3 WEST HARRISON ST.STREETCHURCHPLACECLINTO N STREETBLODGETTBIKESMECHSTOR LobbyTRASHMECH24681012141618202122232627282930313334242535CommercialCommunity3637383932LANDS NOW OR FORMERLY OFCHURCH STREET DOGS, L.L.C.BOOK 1547 OF DEEDS, PAGE 416CONC. BLOCKBUILDINGONE STORYLANDS NOW OR FORMERLY OFLINDA J. DEBLASIODEED NO. 20170124223 STORY BRICK BUILDINGNO. 37 CLINTON STREETDEED NO. 2015014483SRITY LLCLANDS NOW OR FORMERLY OFDANIEL J. AND LICIA A. EATONLANDS NOW OR FORMERLY OFBOOK 1652 OF DEEDS, PAGE 270LANDS NOW OR FORMERLY OF82 CHURCH STREET REALTY LLCDEED NO. 2016037060135791113151719WEST HARRISON ST.STREETCHURCHPLACECLINTO N STREETBLODGETT 2TA3MA7HA2HV27HH1HV10PA1HV2HV57CV8HM10PA47HH6AV6PA10CV3PO1CO2HS0.50 FC1.0 FC1.5 FC© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 1286678 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062LANDSCAPE ANDLIGHTING PLANL-4.0MCBJTMDBH10/13/231"=20'105101520200Scale: 1" = 20'Planning Board # 202302671.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.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALLPLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'SREPRESENTATIVE.15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLANAND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN.16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUEFOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIALCOMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDESPRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY.17.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.18.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.19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THECONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIODSPECIFIED 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 TO INSECTS, PESTS,AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY ORTOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINALLEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OFUNEVEN SETTLING OR LEANING.20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS,SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. ANDBARE SPOTS NOT EXCEEDING 5"X5"21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILLISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR.22.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.23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINEDBY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTORSHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAMESIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST.24.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%PLANTING NOTES:LEGENDPROPERTY LINEANNUAL BEDSDECIDUOUS AND FLOWERING TREESSHRUBS AND PERENNIALSEVERGREEN TREELAWNEXISTING TREEPLANT LISTSYM.QTY.BOTANICAL NAMECOMMON NAMESIZEREMARKS/SPACINGDECIDUOUS TREESTA2Tilia americanaAmerican linden2-12"-3" cal.B&BORNAMENTAL TREESMA3Malus 'Adams'Adams Crabapple2" cal.B&BSHRUBSHV6Hamamelis virginianaWitch Hazel18"-24" ht.B&BHA7Hydrangea arborescensSmooth Hydrangea24"-36" ht.Cont.AV6Rhododendron 'Girard's Varigated Gem'Variegated Gem Azalea18"-24" ht.Cont.CO1Cephanlanthus occidentalisButtonbush24"-36" htCont.HS2Hibiscus SyriacusRose-of-sharron18"-24" ht.Cont.PO3Physocarpus opulifoliusNinebark18"-24" ht.Cont.PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUSHH31Hemerocallis 'Happy Returns'Happy Returns Daylily#2 cont.24" O.C.PAPennisetum alopecuroidesFountain Grass#3 cont.HMHakonechloa macra var.Hakone Grass#2 cont.18" O.C.CVCarex var.Japanese sedge#2 cont.18" O.C.25.TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRISAND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER 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#2702255.0022726.POLLINATOR SEED MIX SPECIFICATION: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITHAOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEEDMIXTURE COMPOSED SIMILAR TO HONEY BEE FORAGE SEED MIX (ERNST SEEDS: ERNMX-157) OFSPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUMPERCENTAGE OF WEED SEED, AS FOLLOWS:PROPORTIONCOMMON NAMEBY WEIGHTYELLOW BLOSSOM SWEETCLOVER 20% RED CLOVER, MEDIUM20% CRIMSON CLOVER15%WHITE CLOVER, LADINO15%BERSEEM CLOVER10%ALISKE CLOVER10%WHITE CLOVER, DUTCH10%POLLINATOR SEED MIXLUMINAIRE SCHEDULESymbolLabelQtyLumensLLFWattsManufacturerCatalog NumberLampS1-T2153220.945Lithonia LightingLEDNOTE:1. MOUNTING OF THE LIGHT IS ON 12' POLES WITH 3' BASES.DSX0_LED_P2_30K_80CRI_T2MDescriptionD-SERIES SIZE 0LUMINAIRE P2 PERFORMANCEPACKAGE 3000K CCT 80 CRITYPE 2 MEDIUM W/ HOUSESHIELD INSTALLED 21MAX.NOTES:1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THEOWNER'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 PER CORRESPONDINGDETAIL.4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE.STRAWBALES STAKEDINTO GROUNDNOTE:1.WASHOUT AREA SHALL BE SIZED BY THECONTRACTOR TO ADEQUATELY CONTAINCONCRETE CLEANOUT.2.THE MINIMUM SIZE SHALL BE 8 FEET BY 8FEET AT THE BOTTOM AND 2 FEET DEEP.10 MIL PLASTICLININGWOOD OR METALSTAKES (2 PER BALE)STAPLES (2 PER BALE)STRAW BALE10 MIL PLASTICLINING8' MIN.8' MIN.2'CONCRETEWASHOUTCONCRETEWASHOUT SIGN50'-0"12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIALOVER COMPACTED SUBGRADER.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.20'-0"MIN.NOTES:1.FILTER BAG SHALL BE ADS FLEXSTORM CATCH-IT INLET FILTER,OR APPROVED EQUIVALENT.2.INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASISAND AFTER EACH RUNOFF EVENT.3.BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHENHALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SOAS TO CAUSE FLOODING OR BYPASSING THE INLET.4.DAMAGED OR CLOGGED BAGS SHALL BE REPLACEDIMMEDIATELY AFTER INSPECTION.5.A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OFBAGS.ISOMETRIC VIEWCATCH BASININLET GRATESTEEL FRAME FOR BAGREMOVAL FROM CATCH BASINFILTER BAG1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THEPROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA SPRINGS RIGHT OF WAYS:NOTES: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 OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THEWALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BESUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK 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 BOARDTYPE 1TYPICAL PEDESTRIAN TRAFFIC LOADINGSTANDARD FINISH SHALL BE BROOMFINISH PERPENDICULAR TO WALK.ALTERNATIVE FINISH AS NOTED ONPLANS SHALL BE STAMPED CONCRETE,ASHLAR CUT SLATE PATTERN, COLORSILVERSMOKE (DAVIS COLORS),SUBJECT TO SUBMITTAL APPROVAL.4" CONCRETE - SEE CONCRETE SPECIFICATIONS6" CONCRETE FOR VEHICLE TRAFFIC LOADING6" X 6" NO 66 WOVEN WIRE MESH EXCEPT A.O.B.E.6" GRANULAR SUBBASE COURSE NYS DOTSECT. 304, TYPE 2 COMPACTED TO 95%STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTORNOTES: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.MIRAFI 500XCOMPACTED GRAVEL -NYSDOT TYPE 2 CRUSHERRUN-STONE (SECT. 304)COMPACTED TO 95%STANDARD PROCTORDEPTH TO SUBGRADE AS REQUIRED BINDER COURSE - NYSDOT ITEM402.198902, PG 64.22TACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM402.098302ALLASPHALT1-1/2"3"12"PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESUBGRADE - COMPACTED TO90% STANDARD PROCTOREXPANSION JOINTS TO OCCUR 60' O.C.MAX & AT ALL CURBS, WALLS, & WHERESHOWN ON PLANS OR OTHER DETAILSSCORE JOINTEXPANSION JOINT2"2"12" JOINT2"2"12" JOINT1 14" DEPTH MIN.TOOLED JOINT 5' O.C. OR ASSHOWN ON PLANS & OTHERDETAILS OR TO MATCH EXIST.SCORE JOINTS. TOOLINGSHALL ALSO OCCUR AROUNDENTIRE PERIMETER OF CONC.PAVEMENT.TOOLED JOINT W/ 1/4"RADIUS EDGES ASSHOWN, TYP.JOINT SEAL PER SPEC.PREMOULDED JOINT FILLEREXISTING PAVINGPROPOSED PAVINGTOP COURSEBINDER COURSE1-/2" MINIMUM DEEP KEY INTOEXISTING PAVEMENTCOMPACTED BASE MATERIALCOMPACTED SUBGRADEKEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT6"APPLY TACK COATPOWDER COATED BLACK STEEL BIKERACK, MODEL 4180-IG-P BY BELSONOUTDOORS OR APPROVED EQUALEXPANSIONJOINTCONCRETEWALKCOMPACTEDSUBGRADENOTES:1.VERIFY DIMENSIONS OF BICYCLE RACK & STAKELOCATION PRIOR TO START OF FOOTINGCONSTRUCTION & INSTALLATION2.INSTALL EMBEDDED ANCHORING PER MANUFACTURERSSPECIFICATIONSCONCRETEFOOTING38" ACHOR ROD+/- 34"+/- 19-3/8"3' 10"6"6"6"6"+/- 34"3'Site DetailsL-5.0MCBMCBDRC10/13/23NTSScale: NTSTEMPORARY STOCKPILE3Scale: NTSDETAIL NOT USED2Scale: NTSCONCRETE WASHOUT4Scale: NTSSTABILIZED CONSTRUCTION ENTRANCE1Scale: NTSINLET PROTECTION5Scale: NTSBIKE RACK6Scale: NTSCONCRETE PAVEMENT9Scale: NTSASPHALT PAVEMENT7Scale: NTSCONCRETE JOINTS10Scale: NTSPAVEMENT KEY8Planning Board # 20230267© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 12866Save Date: 10/13/2023 10:19 AMFile Name: G:\Proj-2022\2022062_Bonacio_Carpetland\2022062CAD\L-5.0_Details.dwgPlotted By:MATT BROBSTON 78 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062 3/4" PREMOLDEDEXPANSION JOINTSEE PLANS FORCONDITIONFINISHEDGRADE1/4" RADIUSSEE PLANS FOR CONDITIONPOURED-IN-PLACECONCRETE CURBGRAVEL COMPACTEDTO 95% STD. PROCTORSUBGRADE COMPACTED TO 90%STANDARD PROCTORNOTE: EXPANSION JOINTS LOCATEDALONG CURB 10" O.C. MAX.18"6"MIN.7"6"6"6"6"6"6"ADJACENT PAVEMENT, SEE PLANS.SEE PLANS FOR CONDITION1/2" RADIUS18"1/2" RADIUS WITH1/2" REVEAL UNLESSOTHERWISE NOTEDCAST-IN-PLACE/SLIP FORM CONCRETECURB, NYS DOT CLASS JCOMPACTED GRAVEL (TO 95%STD. PROCTOR) NYSDOT SECT.304 SUBBASE TYPE 2COMPACTED OR UNDISTURBEDSUBGRADE (TO 90% STD.PROCTOR)PROVIDE 1/4" EXPANSIONJOINT IF INTERFACE WITHCONCRETE PAVING.6"NOTE:EXPANSION JOINTS SPACEDALONG CURB 10' O.C. MAX.GROUND ROD, AS PERMANUFACTURER`SRECOMMENDATIONCOMPACTED SUBGRADE6" COMPACTED GRAVEL BASEPOURED CONCRETE BASE, 300 PSIANCHOR BOLTS AS PERMANUFACTURER`S RECOMMENDATIONCONDUIT, BY OTHERSSEE SPECIFICATIONSREMOVE SONOTUBE TO AMINIMUM DEOTH OF 6" BELOWPROPOSED FINISHED GRADEFINISHED GRADE LAWN AREAS1" CHAMFER IN ALL LAWN OR PLANTBED AREASANCHOR AS PER MANUFACTURER`SRECOMMENDATIONSLIGHT POLE AS PER SPECIFICATIONSAND LIGHTING PLANCONCRETE BASE TO BE FLUSHIN ALL SIDEWALK AREASPROVIDE EXPANSION JOINT.FINISHED GRADESIDEWALK AREAS1-6" MIN.4'-0"2'-0" DIA.5'-0" MIN. FOOTINGDEPTH 2" TYP.4"TYP8' O.C. (NOMINAL)POST SPACING6'-0"3/4" SQ. PICKETSQ. POST, SIZE AS RECOMMENDED BYMANUFACTURER, TYP.(2) 112" TOP RAILS, TYP.FLAT TOP PICKET, TYP.3" MAX.(1) 112" BOTTOM RAIL, TYP.FINISHED GRADE, TYP.PRESSED DOME DECORATIVE POST CAP,TYP.NOTES:1.DELEGATED DESIGN ITEM. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FENCE AND GATES FORAPPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO FABRICATION AS SPECIFIED2.BASIS OF DESIGN SHALL BE AEGIS PLUS, GENESIS, BY AMERISTAR FENCE.3.BASIS OF DESIGN FOR ALL PEDESTRIAN AND VEHICULAR GATES IS AEGIS PLUS, GENESIS BY AMERISTAR FENCE.4.22-FOOT WIDE VEHICULAR SWING GATE SHALL BE A 3 RAIL, COMMERCIAL STRENGTH WELDED STEEL GATE,DOUBLE GATE ARRANGEMENT, PER AEGIS PLUS, GENESIS BY AMERISTAR. GATE SHALL HAVE AN "OVERALLOUT-TO-OUT" DIMENSION OF 22'-0".5.6-FOOT PEDESTRIAN GATE SHALL BE A 3 RAIL, COMMERCIAL STRENGTH WELDED STEEL GATE, SINGLE GATEARRANGEMENT, PER AEGIS PLUS, GENESIS BY AMERISTAR. GATE SHALL HAVE A STANDARD LEAF WIDTH OF6'-0".3-0" MIN.EMBEDMENT DEPTH12" TYP. FOR ALL LINE POSTS18" TYP. FOR ALL GATE AND CORNER POSTS5'MIN.MIN. 22' OPENING CONCRETE APRON SEECONCRETE SPECIFICATIONSTAPER CURB(AS NECESSARY)EXPANSION JOINT (TYP.)FULL DEPTH OF PAVEMENTWARPED PAVEMENT AREA(TYP. BOTH SIDES)CONCRETE SIDEWALK & APRON TYPE 1 ATNON-VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLETRAFFIC AREASTURF6" CONCRETECURBTRANSITION CURBBOTH SIDES1-1/2" REVEALSTREETRADIUS 5'PLANTINGAREA DRAIN /INSPECTION CHAMBER0.1' MAXIMUM PONDINGROOF DRAINFILTER SHEET SFWATERPROOF MEMBRANEINSULATIONDRAINAGE LAYER,FLORADRAIN FD 25-E ORAPPROVED EQUAL3.5" ENGINEERED SOIL,ZINCOBLEND E ORAPPROVED EQUALBY OTHERSBY OTHERSROOT BARRIER WSF 40PROTECTION MATT SSM 45ROOF STRUCTURESite DetailsL-5.1MCBMCBDRC10/13/23NTSScale: NTSCONCRETE CURB1Scale: NTSFLUSH CONCRETE CURB2Scale: NTSLIGHT POLE BASE5Planning Board # 20230267Scale: NTSHISTORIC LIGHT DETAIL6Scale: NTSHISTORIC LIGHT POLE BASE7© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 12866Save Date: 10/13/2023 10:25 AMFile Name: G:\Proj-2022\2022062_Bonacio_Carpetland\2022062CAD\L-5.0_Details.dwgPlotted By:MATT BROBSTON 78 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062Scale: NTSDECORATIVE METAL FENCE3Scale: NTSCOMMERCIAL DROP CURB ENTRANCE4Scale: NTSGREEN ROOF LAYOUT9Scale: NTSGREEN ROOF SECTION8NOTES:GREEN ROOF REQUIRED FOR STORMWATERMANAGEMENT - 3060 SFTOTAL GREEN ROOF SHOWN ON LAYOUT - 5453 SFSHADED AREA DENOTES GREEN ROOF AREASEXTERIOR BUILDING WALLFIFTH FLOOR BUILDING SET BACK NOTES:-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 SUBGRADE12" COMPOST FILTER SOCK2"X2" WOODEN STAKES PLACED 10' O.C.SAND BAGS MAY BE USED IN PAVED AREAS.PROTECTED AREADISTURBED AREABLOW / PLACED FILTERMEDIA OR WOOD CHIPSSECTION VIEW12" MIN.EXISTINGCONTOURSCOMPOST FILTERSOCK2"X2" WOODEN STAKESPLACED 10' O.C.PLAN VIEWPROTECTED AREADISTURBED AREA8' FLO W FLOWNOTES:1.FILTER SOCK SHALL BE 12""SILTSOXX" FOR PERIMETERCONTROL BY FILTRE XX OR EQUALAS APPROVED BY THE QUALIFIEDINSPECTOR. INSTALL IN STRICTACCORDANCE WITH MANUFACTURERRECOMMENDATIONS.2.PLACE FILTER SOCKS PARALLELWITH CONTOURS.3.REMOVE ACCUMULATED SEDIMENTWHEN IT REACHED 12 HEIGHT OF THESOCK.4.INSPECT WEEKLY & REPAIR DAMAGE/ DEFICIENCIES WITHIN 24 HOURS.SPACE SHRUBS AS INDICATEDON PLANS12"MIN.18" MIN.3" DEPTH SHREDDED BARKMULCH; PULL AWAY FROMROOT FLARE.CUT AND REMOVE BURLAPFROM TOP 1/3 OF ROOT BALLPLANT SHRUBS INCONTINUOUS BED OFSPECIFIED PLANTING SOILUNDISTURBED SUBGRADEROOT FLARE SHALL BEAR SAMERELATIONSHIP TO FINISHGRADE AS IT BORE TOPREVIOUS EXISTING GRADE6" MIN Site DetailsL-5.2MCBMCBDRC10/13/23Planning Board # 20230267Scale: NTSTREE PLANTING6© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Spring CityDevelopment Group18 Division StreetSuite 401Saratoga Springs, NY 12866Save Date: 10/13/2023 10:27 AMFile Name: G:\Proj-2022\2022062_Bonacio_Carpetland\2022062CAD\L-5.0_Details.dwgPlotted By:MATT BROBSTON 78 Church StreetRedevelopment78 Church StreetSaratoga Springs, NY 12866Project 7itle:Prepared for:Drawing 7itleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:2022062Scale: NTSCONNECTION TO EXISTING STRUCTURE11'-0"5'-0" MIN. COVERMIN.UNLESS OTHERWISE NOTEDMIN.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"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 DETAIL2Scale: NTSCOMPOST FILTER SOCK4AA0.5 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 BLOCKSWATER MAIN(OR SEWERFORCE MAIN)CONCRETE THRUSTBLOCK SCHEDULE4,000 P.S.IUNDISTURBED SOILGRADE#30 ROOFING FELTTHRUST BLOCKScale: NTSTHRUST BLOCK DETAIL51.0 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 2.55' 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 CONNECTION3Scale: NTSSHRUB PLANTING7FIRST JOINTBASE SECTIONPRECAST CONCRETEINVERTM.H. INVERT.FROM NEW PIPE TO EXISTINGFORM NEW CEMENT INVERTOF HOLDING BOOTALUMINUM ALLOY KORBANDTOP OF BASE SLABM.H. AT PIPE SPRINGLINE2" PROJECTION INTOBAND CLAMPSTAINLESS STEELASSEMBLY IN CORED HOLEFLEXIBLE NEOPRENE BOOT SEALMORTAR AFTER INSTALLATIONINSIDE FACE OF MANHOLE3'-0" MAX.3"MIN.