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20240585 86 Ludlow Final Subdivision Plans
Saratoga Springs, NY 1286640 Long Alley SaratogaSprings, NY 12866P 518/587-8100F 518/587-0180www.thelagroup.comPREPARED BY:PROJECT LOCATION 0APSCALE: 1 150 86 & 86-A Ludlow StreetSubdivision ApplicationSHEET INDEX:S-1SUBDIVISION AND EXISTING CONDITIONS PLANC-1DE0OLITION AND RE0OVAL PLANC-2LAYOUT PLANC-UTILITY PLANC-4DETAILSPlanning Board # 24.XXXXTOTAL AREA: 0.25 ACRESLAND TO BE SUBDIVIDED INTO 2 LOTSTAX 0AP PARCEL NU0BER:166.5-2-2ZONING: UR-, URBAN RESIDENTIALSURVEYOR:Thompson & Fleming12 Lake Avenue Suite 1Saratoga Springs, NY 12866APPLICANT:David Norton86 & 86A Ludlow StreetSaratoga Springs, NY12866SITE STATISTICSZONING BOARD OF APPEALS NOTICE OF DECISION:CITY OF SARATOGA SPRINGS STANDARD NOTES40 Long Alley SaratogaSprings, NY 12866P 518/587-8100F 518/587-0180www.thelagroup.comPREPARED BY:Saratoga Springs, NY 12866July 22, 20241.ALL :OR. 0UST CONFOR0 TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES ANDREGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCH0AR.S ARE BASED ON THE NATIONAL GEODETIC VERTICALDATU0, 1 2 ..APPLICANT 0UST SUB0IT A LETTER OF CREDIT ESTI0ATE FOR PROJECT SITE :OR. TO THE CITY ENGINEER FORREVIE: AND APPROVAL. LETTER OF CREDIT FUNDS 0UST BE POSTED :ITH THE CITY PRIOR TO PLANNING BOARDCHAIR SIGNATURE ON FINAL PLAN.4.THE CONTRACTOR 0UST SET UP A PRE-CONSTRUCTION 0EETING :ITH THE CITY ENGINEER PRIOR TO ANYCONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THEDESIGN PROFESSIONAL ARE RE4UIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OFTHE APPLICANT/DEVELOPER.5.ALL PROPOSED EASE0ENTS OR RIGHT-OF-:AY DEDICATIONS 0UST BE VERIFIED AND APPROVED BY THE CITYENGINEER PRIOR TO CONSTRUCTION.6.THE APPLICANT 0UST VERIFY THAT THE PROPOSED PROJECT CAN ACCO00ODATE THE TURNING 0OVE0ENTS OF ANYFIRE TRUC. THAT THE FIRE DEPART0ENT DESIGNATES.7.THE CONTRACTOR 0UST OBTAIN A STREET OPENING PER0IT ISSUED BY THE DEPART0ENT OF PUBLIC :OR.S FORANY :OR. IN THE STREET OR RIGHT-OF-:AY OF ANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PER0IT, IF BLASTING IS RE4UIRED. .ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE 0AINTAINED TO PREVENT TRAC.ING OR FLO:ING OFSEDI0ENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-:AY. ADDITIONAL EROSION AND SEDI0ENT CONTROL 0EASURESALSO APPLY.10.ALL REFUSE, DEBRIS AND 0ISCELLANEOUS ITE0S TO BE RE0OVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THECONTRACTOR PRIOR TO SUB0ISSION OF THE AS-BUILT DRA:INGS.11.NO CERTIFICATE OF OCCUPANCY :ILL BE ISSUED UNTIL ALL SITE :OR. HAS BEEN CO0PLETED IN ACCORDANCE :ITHTHE APPROVED PLANS ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED AND AN AS-BUILTDRA:ING HAS BEEN PREPARED IN ACCORDANCE :ITH THE RE4UIRE0ENTS OF THE CITY ENGINEER.CAROLINE STLUDLO: STNELSON AVEJU0EL PLEAST AVEPROJECT SITE Ludlow StreetSubdivisionPlanS-1 n/f Deborah Koransky L1321 P7055/8"IR.5/8"IR.n/fChristopher J. and Francesca PaschalInst. #2019001403n/fDeborah A. KoranskyBk1321 P705Record North308308308308307307307.29307.42307.55307.30307.19307.00307.17307.07308.08308.08308.16307.88308.49307.69307.69306.74306.51307.65307.47307.48307.56307.38307.17307.79307.60307.71307.66307.74307.73307.82307.60307.24307.31307.45307.37307.30307.01307.47307.62307.68307.67308.08307.76307.83307.63307.73307.58307.46307.55307.66306.86307.70307.86TOP:307.59BOT:307.32SAN.CLEANOUTGASMETERFFE=309.70FFE=310.0916"MPL.16"MPL.6MULBERRY24" CEDARSTUMP 20' HIGHE;ISTING RESIDENCE86 LUDLO: STREETE;ISTING RESIDENCE86A LUDLO: STREETE;ISTING GARAGELUDLO: STREETE;ISTING CONCRETE DRI9E:AYE;ISTING TREETO REMAINTREE PROTECTIONFENCING1C4REMO9E :ATER SER9ICECONNECTION TO 86LUDLO: STREETSA:CUT ANDREMO9E PA9EMENTSA:CUT ANDREMO9E PA9EMENTSA:CUT ATNEAREST JOINT ANDREMO9E SIDE:ALKSA:CUT AND REMO9EPA9EMENT AND CURBINGSA:CUT ANDREMO9E PA9EMENTSA:CUT ATNEAREST JOINT ANDREMO9E SIDE:ALKE;ISTING 6":ATER MAINE;ISTING 8" SANITARYSE:ER MAINE;ISTING 5" IRONSANITARY LINE TOREMAINE;ISTING 34" COPPER:ATER LINE TO REMAINCAP AND ABANDONE;ISTING SANITARYSER9ICESILT FENCE8C4Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.David Norton86 & 86A Ludlow StreetSaratoga Springs, NY 12866SaYe Date: 7/24/2024 2:13 PMFile NaPe: G:?ProM2023?2023055BNortonBLXdloZBStreet?2023055CAD?2023055 C1 DEMO.dZJPlotted By:KARA TEDFORD 86 & 86ALudlow StreetSubdivision86 & 86A Ludlow StreetSaratoga Springs, NYProject Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023055DEMOLITION AND REMOVALPLANC-1ERSERSDBH07/22/241"=10'8642510100Scale: 1" = 10'LEGENDPROPERTY LINEREMO9ALSE;ISTING SANITARYE;ISTING O9ERHEAD ELECTRICE;ISTING :ATER1.E;ISTING CONDITIONS ARE TAKEN FROM A SUR9EY PLAN ENTITLED"SUBDI9ISION PLAN" DATED 5/12/23 AS PREPARED BY THOMPSONFLEMING. HORI=ONTAL AND 9ERTICAL DATUM IS AS NOTED ON THEPROJECT SUR9EY.2.PRIOR TO COMMENCING ANY E;CA9ATION :ORK THE CONTRACTORSHALL CONTACT U.F.P.O. 18009627962 AND THE PROPER LOCALAUTHORITIES OR RESPECTI9E UTILITY COMPANY HA9INGJURISDICTION TO CONFIRM THE LOCATION OF ALL E;ISTING UTILITIESBEFORE COMMENCING :ORK. 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 SHO:N ON THISPLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATELOCATION OF ALL UTILITIES LINES DUCTS CONDUITS SLEE9ESFOOTINGS ETC. :ITH LOCATIONS OF PROPOSED LANDSCAPEELEMENTS :ALLS FENCE FOOTINGS TREE ROOTBALLS PROPOSEDLIGHTING FOOTINGS ETC. . E;CA9ATION RE4UIRED :ITHINPRO;IMITY 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 9ERIFY ALL SITE CONDITIONS INTHE FIELD AND REPORT ANY DISCREPANCY BET:EEN THE PLANS ANDTHE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT.5.LIMIT OF :ORK LINE IS NOTED ON DRA:INGS. CONTRACTOR ISRESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE ANDOUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THELIMIT OF :ORK THAT ARE DISTURBED SHALL BE RESTORED TO ITSORIGINAL CONDITION AT NO ADDITIONAL COST TO THE O:NER.CONTRACTOR SHALL MEET LINE AND GRADE OF E;ISTING CONDITIONSAT LIMIT OF :ORK LINE. IF NO LIMIT OF :ORK IS SHO:N THEPROPERTY LINE SHALL BE THE LIMIT OF :ORK.6.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS.MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS ANDREPLACE AS DIRECTED ANY :HICH ARE DESTROYED OR DISTURBED.7.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULINGCONSTRUCTION SO AS TO MAINTAIN E;ISTING 9EHICULAR TRAFFICPATTERNS AND MINIMI=E DISRUPTION TO SURROUNDING PEDESTRIANTRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECTSAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF:ORK LINE.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL RE4UIREDPERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS :ORK ARE INPLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUEDCONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLYADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDINGSHALL BE SECURED BY THE CONTRACTOR AND COORDINATED :ITHTHE O:NER'S REPRESENTATI9E.9.ALL ALTERATIONS TO THESE DRA:INGS MADE IN THE FIELD DURINGCONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON"ASBUILT DRA:INGS" AS SPECIFIED.10.STORAGE AREAS FOR THE GENERAL CONTRACTOR'S E4UIPMENT ANDMATERIALS SHALL BE LOCATED :ITHIN THE LIMITS OF :ORK ASSHO:N ON THE PLANS OR AS APPRO9ED BY THE O:NER'SREPRESENTATI9E.11.SHOULD ANYTHING BE OMITTED FROM THE PLANS :HICH ISNECESSARY FOR A COMPLETE UNDERSTANDING OF THE :ORK ORSHALL ANY ERROR APPEAR IN THE 9ARIOUS INSTRUMENTSFURNISHED OR IN THE :ORK BY OTHER CONTRACTORS AFFECTINGTHE :ORK CO9ERED HEREBY THE CONTRACTOR SHALL AND :ILLPROMPTLY NOTIFY THE O:NER'S REPRESENTATI9E AND IN THEE9ENT OF THE CONTRACTOR'S FAILURE TO DO SO HE SHALL AND:ILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS :ORK CAUSEDTHEREBY.12.PRO9IDE E;PANSION JOINTS AT ALL CURBS AND AS SHO:N ON PLAN.13.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL E;ISTINGINFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SER9ICE ALLE;ISTING UTILITIES STRUCTURES E4UIPMENT ROAD:AYS ANDDRI9E:AYS.14.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HISEFFORTS OF DEMOLITION REMO9ALS AND OR RELOCATION :ORK:ITH ALL TRADES IF APPLICABLE. CONSULT ALL DRA:INGS ANDSPECIFICATIONS FOR COORDINATION RE4UIREMENTS BEFORECOMMENCING CONSTRUCTION.15.CONTRACTOR TO COMPLY :ITH ALL OSHA AND OTHER STATE ANDLOCAL SAFETY RE4UIREMENTS DURING CONSTRUCTION.16.CONTRACTOR SHALL MAINTAIN PROPER SIGNS BARRICADES FENCESTO PROPERLY PROTECT THE :ORK E4UIPMENT PERSONS ANDPROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE 9ICINITY OFTHE SITE SHALL NOT BE IMPEDED.GENERAL NOTES1.PRIOR TO CONSTRUCTION CONTRACTOR SHALL ARRANGEPRECONSTRUCTION MEETING :ITH O:NER TO RE9IE: ALLAPPLICABLE PERMIT CONDITIONS THE CONSTRUCTION PLANS ANDGENERAL CONSTRUCTION SCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERALSUR9EY NOTES UTILITY NOTES AND UTILITY LOCATING SER9ICERE4UIREMENTS. NO :ORK SHALL COMMENCE UNTIL UNDERGROUNDUTILITIES :ITHIN THE SITE HA9E BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANYEARTH DISTURBING ACTI9ITIES. REFER TO PROJECT PLANS NOTESAND DETAILS.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENTOR ABANDONMENT OF UTILITIES :ITH THE RESPECTI9E UTILITYCOMPANY AND PAY ALL ASSOCIATED COSTS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE ANDOUTSIDE THE LIMIT OF :ORK DUE TO THEIR CONTRACT OPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SER9ICE ALLE;ISTING UTILITIES STRUCTURES E4UIPMENT ROAD:AYS ANDDRI9E:AYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDE9ICES DRUMS DELINEATORS SIGNS FENCES AND BARRICADES INACCORDANCE :ITH THE LATEST EDITION OF THE NATIONAL MUTCD:ITH NYS SUPPLEMENT TO PROPERLY PROTECT :ORK E4UIPMENTPERSONS AND PROPERTY FROM DAMAGE.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OFALL E;ISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THELENGTH OF THE CONSTRUCTION PERIOD AND SHALL AT A MINIMUMINSTALL TREE PROTECTION FENCE IN ACCORDANCE :ITH PROJECTPLANS DETAILS AND SPECIFICATIONS. 9EHICLES SHALL NOT BEPARKED :ITHIN THE DRIP LINE OR :HERE DAMAGE MAY RESULT TOTREES TO BE SA9ED AND CONSTRUCTION MATERIALS SHALL NOT BESTORED BENEATH TREES TO BE SA9ED.5.THE CONTRACTOR SHALL RE9IE: THE LOCATIONS OF THE TREEPROTECTION FENCING FOR APPRO9AL BY THE O:NER'SREPRESENTATI9E PRIOR TO INITIATION OF SITE :ORK OPERATIONS.6.AT ALL LOCATIONS :HERE E;ISTING PA9EMENT ABUTS NE:CONSTRUCTION THE EDGE OF THE E;ISTING PA9EMENT SHALL BESA: CUT TO A CLEAN SMOOTH AND SHARP EDGE AND PROTECTEDUNTIL ABUTTING MATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE:ITH THE O:NER ON ALL MATERIALS TO BE REMO9ED ANDRECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TOBE REMO9ED RECYCLED OR DISPOSED OF MUST BE DONE SO IN ASAFE LEGAL MANNER IN ACCORDANCE :ITH ALL LOCAL COUNTYSTATE FEDERAL AND ANY OTHER APPLICABLE REGULATIONS.2.ALL ITEMS RE4UIRING REMO9AL SHALL BE REMO9ED TO FULL DEPTHTO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS ASAPPLICABLE UNLESS OTHER:ISE NOTED.3.E;ISTING ITEMS INDICATED TO BE SAL9AGED OR STOCKPILED SHALLBE CAREFULLY REMO9ED AND STORED AS DIRECTED BY THEO:NER'S REPRESENTATI9E.4.CONTRACTOR SHALL STRIP AND STOCKPILE E;ISTING TOPSOIL TOFULL DEPTH :ITHIN LIMIT OF GRADING BEFORE COMMENCINGE;CA9ATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BEREMO9ED FROM THE SITE UNLESS APPRO9ED BY THE O:NER'SREPRESENTATI9E.SITE PREPARATION NOTES:PROTECTION NOTES:REMO9ALS NOTES:Planning Board # 24.XXXXE;ISTING CONTOURSE;ISTING GASSA:CUTTREE PROTECTION FENCINGLIMIT OF DISTURBANCE 0.04 AC SILT FENCE 5/8"IR.5/8"IR.n/fChristopher J. and Francesca PaschalInst. #2019001403n/fDeborah A. KoranskyBk1321 P70516"MPL.16"MPL.6MULBERRY24" CEDARSTUMP 20' HIGHE;ISTI1G RESIDE1CE86 LUDL2: STREETE;ISTI1G RESIDE1CE86A LUDL2: STREETE;ISTI1G GARAGELUDL2: STREET R 157'R 30'C21CRETESIDE:ALK5C4ASPHALTPA9EME1TC21CRETESIDE:ALK5C4REST2RE DRI9E:AY ASPHALT 2R C21CRETE E;ISTI1G 29ERHEADELECTRIC 6" C21CRETECURB7C4ASPHALTPA9EME1T2C49.00'20.00'4.00'12.5'C21CRETE :ALK T2REMAI1 T2 BE ALIG1ED:ITH E;ISTI1G D22RL2T 1L2T 218'E;ISTI1G C2BRA LIGHTCR2SS L2T UTILITY A1D DRI9E:AY EASEME1T166.53259166.53260166.53255166.53254166.53251166.53250166.53265166.53262166.53279166.53257166.53256166.53253166.53252166.53239166.54241.1166.53276166.53232166.53231166.53229166.53225166.53223166.53275166.53227.2166.53278166.54138166.54137166.54136166.54135166.53238166.53237166.53236166.53235166.53234166.54131166.54130166.54129166.54128166.54127166.54126166.61213166.61215166.61216166.6211166.6212166.6213166.6214166.61212166.61211166.53240166.53241166.53242166.53243166.53244Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.David Norton86 & 86A Ludlow StreetSaratoga Springs, NY 12866SaYe Date 7/24/2024 2 18 PMFile 1aPe G ?ProM2023?2023055B1ortonBLXdloZBStreet?2023055CAD?2023055 C2 LAY2UT.dZJPlotted By KARA TEDF2RD 86 & 86ALudlow StreetSubdivision86 & 86A Ludlow StreetSaratoga Springs, NYProject Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023055LAYOUTPLANC-2ERSERSDBH07/22/241"=10'LEGE1D ASPHALT PA9I1GPR2PERTY LI1E8642510100Scale 1" 10'1.ALL LI1E A1D GRADE I1F2RMATI21 SHALL BE LAID 2UT BY A 1E: Y2RK STATE REGISTERED SUR9EY2RE1GAGED BY THE C21TRACT2R.2.ALL 1E: :2RK SHALL BE STAKED 2UT PRI2R T2 C21STRUCTI21. THE 2:1ER'S REPRESE1TATI9E SHALL BE12TIFIED 2F A1Y DISCREPA1CIES. FIELD ADJUSTME1TS MUST BE APPR29ED BY THE 2:1ER'S REPRESE1TATI9EPRI2R T2 C21STRUCTI21.3.ALL LI1ES A1D DIME1SI21S ARE PARALLEL 2R PERPE1DICULAR T2 THE LI1ES FR2M :HICH THEY AREMEASURED U1LESS 2THER:ISE 12TED.4.DIME1SI21S T2 CURBS ARE FR2M FACE 2R B2TT2M 2F CURB T2 FACE 2R B2TT2M 2F CURB.5.FIELD ADJUSTME1TS MUST BE APPR29ED BY THE 2:1ER'S REPRESE1TATI9E A1D IF 1ECESSARY APPR2PRIATEMU1ICIPAL 2FFICIALS.6.ALL LAY2UTS F2R :ALKS A1D PATHS SHALL BE ADE4UATELY STAKED BY THE C21TRACT2R A1D APPR29ED BYTHE 2:1ER'S REPRESE1TATI9E PRI2R T2 C21STRUCTI21.7.ALL PR2P2SED :ALKS PA9EME1TS A1D SITE IMPR29EME1TS SHALL BE STAKED I1 THE FIELD F2R APPR29ALBY THE 2:1ER'S REPRESE1TATI9E PRI2R T2 C21STRUCTI21.8.C21TRACT2R SHALL C22RDI1ATE L2CATI21 2F ALL UTILITIES LI1ES DUCTS C21DUITS SLEE9ES F22TI1GSETC. :ITH L2CATI21S 2F PR2P2SED LA1DSCAPE ELEME1TS :ALLS FE1CE F22TI1GS TREE R22TBALLSPR2P2SED LIGHTI1G F22TI1GS ETC. . C21TRACT2R SHALL REP2RT A1Y DISCREPA1CIES T2 2:1ER'SREPRESE1TATI9E PRI2R T2 C21TI1UI1G :2RK.9.ALL E;ISTI1G UTILITIES ARE SH2:1 I1 THEIR RELATI9E P2SITI21. C21TRACT2R IS RESP21SIBLE F2R9ERIFYI1G THE 9ERTICAL H2RI=21TAL P2SITI21 2F E;ISTI1G UTILITIES PRI2R T2 C21STRUCTI21.LAY2UT 12TES Planning Board # 24.XXXX01001005020406080Scale 1" 100'JUMEL PLCAR2LI1E STLUDL2: ST1ELS21 A9EPR2PERTIES :ITHI1 300 FEETE;ISTI1G 29ERHEAD ELECTRICC21CRETE SIDE:ALKC21CRETE 2R ASPHALT PA9I1GSTATISTICSIMPER9I2US C29ERAGE L2T 1 77L2T 2 57CR2SS L2T UTILITY A1DDRI9E:AY EASEME1T n/f Deborah Koransky5/8"IR.5/8"IR.n/fChristopher J. and Francesca PaschalInst. #2019001403n/fDeborah A. KoranskyBk1321 P705SAN.CLEANOUTGASMETER16"MPL.16"MPL.6MULBERRY24" CEDARSTUMP 20' HIGHE;ISTING RESIDENCE86 LUDLO: STREETE;ISTING RESIDENCE86A LUDLO: STREETE;ISTING GARAGELUDLO: STREET:ATER LATERALCONNECTION3C4SANITARY LATERALCONNECTION4C46" SDR26 P9C #2.0 MIN SLOPEE;ISTING 5" IRON SANITARYLATERAL TO REMAINE;ISTING 34" COPPER :ATERSER9ING TO REMAINNEAREST HYDRANT255' NORTHNEAREST HYDRANT260' SOUTH34" COPPERTYPE K34" CURB BO; ANDGATE 9AL9EE;ISTING 6":ATER MAINE;ISTING 8"SANITARY MAINLOT 1LOT 2CONNECT TO E;ISTING:ATER SER9ICE :ITHPRESSURE RATED FITTINGUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.David Norton86 & 86A Ludlow StreetSaratoga Springs, NY 12866SaYe Date 7/22/2024 3 57 PMFile NaPe G ?ProM2023?2023055BNortonBLXdloZBStreet?2023055CAD?2023055 C3 UTILITY.dZJPlotted By KARA TEDFORD 86 & 86ALudlow StreetSubdivision86 & 86A Ludlow StreetSaratoga Springs, NYProject Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023055UTILITYPLANC-3ERSERSDBH07/22/241"=10'8642510100Scale 1" 10'PROPERTY LINEPROPOSED :ATER LINEPROPOSED SANITARY LINEE;ISTING SANITARY LINELEGEND1.E;ISTING BASE INFORMATION DERI9ED FROM FIELD SUR9EY DATED 05/12/23 PERFORMED BYTHOMPSON FLEMING.2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NE: YORK STATE LICENSED LANDSUR9EYOR.3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OFCONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY :ILL NOT BEDISTURBED BY CONSTRUCTION.4.PITCH E9ENLY BET:EEN SPOT GRADES. ALL PA9ED AREAS MUST PITCH TO DRAIN AT A MINIMUMSLOPE OF ONEEIGHTH INCH 1/8" PER FOOT. MA;IMUM CROSSPITCH OF ALL SIDE:ALKS IS 25. ANYDISCREPANCIES NOT ALLO:ING THIS TO OCCUR SHALL BE REPORTED TO THE O:NER'SREPRESENTATI9E PRIOR TO CONTINUING :ORK.5.MA;IMUM CROSSPITCH OF ALL SIDE:ALKS IS 2. RAMPS SHALL NOT E;CEED 1 IN 12 OR 30' INLENGTH. ANY DISCREPANCIES NOT ALLO:ING THIS TO OCCUR SHALL BE REPORTED TO THEO:NER'S REPRESENTATI9E PRIOR TO CONTINUING :ORK.6.SITE PA9EMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE :ITHADA GUIDELINES.7.ALL PROPOSED TOP OF 9ERTICAL CURB ELE9ATIONS ARE SI; INCHES 6" ABO9E BOTTOM OF CURBUNLESS SHO:N OTHER:ISE.8.:HERE NE: PA9ING MEETS E;ISTING PA9ING NE: PA9ING SHALL MEET THE LINE AND GRADE OFTHE E;ISTING PA9ING.9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH ASSLOPING PA9EMENT. IF STRUCTURE IS SHO:N ADJACENT TO CURB SET GRATE TIGHT TO FACE OFCURB.10.E;CA9ATION RE4UIRED :ITHIN 3 FEET OF E;ISTING UTILITY LINE SHALL BE DONE BY HAND.CONTRACTOR SHALL REPAIR ANY DAMAGE TO E;ISTING UTILITY LINES OR STRUCTURES INCURREDDURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO O:NER.11.CONTRACTOR SHALL STRIP AND STOCKPILE E;ISTING TOPSOIL TO FULL DEPTH :ITHIN LIMIT OFGRADING BEFORE COMMENCING E;CA9ATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BEREMO9ED FROM SITE :ITHOUT PRIOR AUTHORI=ATION FROM O:NER. TOPSOIL SHALL BESTOCKPILED FOR REUSE ON SITE OR LEGALLY DISPOSED OF OFFSITE.12.ALL AREAS RE4UIRING FILL SHALL BE BROUGHT TO RE4UIRED GRADE IN 6" MA;IMUM COMPACTEDLIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL CONTAIN NO GRA9EL LARGERTHAN 2" AND SHALL BE COMPACTED IN ACCORDANCE :ITH PROJECT PLANS AND DETAILS.13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN A:AY FROM STRUCTURE AND PRE9ENTPONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES.14.E;CA9ATION RE4UIRED :ITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BYHAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND.15.SLOPE SIDES OF E;CA9ATIONS TO COMPLY :ITH LOCAL CODES AND ORDINANCES HA9INGJURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF E;CA9ATIONS IN A SAFECONDITION UNTIL COMPLETION OF BACKFILLING.16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NE: FINISH GRADE AS NECESSARYALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES SIGN POLES MAN HOLES CATCHBASINS HAND HOLES :ATER AND GAS GATES HYDRANTS ETC. FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHER:ISE NOTED ON THE UTILITY DRA:INGS OR AS DIRECTED BY THEO:NER'S REPRESENTATI9E.17.CONTRACTOR SHALL BLEND NE: EARTH:ORK SMOOTHLY INTO E;ISTING PRO9IDING 9ERTICALCUR9ES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.18.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NE: FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES SIGN POLES MAN HOLES CATCH BASINS HAND HOLES :ATER AND GAS GATES HYDRANTS ETC. FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHER:ISE NOTED ON THE UTILITY DRA:INGS OR AS DIRECTED BY THE O:NER'S REPRESENTATI9E.19.IN ALL LA:N AREAS ROUGH GRADE SHALL BE BROUGHT TO :ITHIN 4" OF FINISHED GRADE UNLESSOTHER:ISE NOTED.20.THE SIDES OF ANY NE: CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED :/ SLOPES NO STEEPERTHAN 1 FOOT 9ERTICAL ON 2 FOOT HORI=ONTAL .GRADING NOTES 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. 18009627962 AND THE PROPER LOCAL AUTHORITIES ORRESPECTI9E UTILITY COMPANY HA9ING JURISDICTION TO CONFIRM THE LOCATION OF ALL E;ISTINGUTILITIES BEFORE COMMENCING :ORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TOCONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.2.SUBMIT APPRO9ED SHOP DRA:INGS FOR ALL :ATER MAINS AND APPURTENANCES TO THE CITYENGINEER PRIOR TO CONSTRUCTION.3.:ATER AND SE:ER CONNECTIONS SHALL BE RE9IE:ED AND APPRO9ED BY THE CITY ENGINEER.4.CONTRACTOR SHALL COORDINATE ALL RE4UIRED UTILITY INSPECTIONS BY THE AUTHORITY HA9INGJURISDICTION IN ACCORDANCE :ITH THEIR RESPECTI9E RE4UIREMENTS.5.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE 9ERIFIED BASED ON FINAL BUILDING FOOTPRINTCONFIGURATION.6.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE :ITH ALL REGULATORY LOCAL MUNICIPAL ANDBUILDING CODE RE4UIREMENTS.7.THE LOCATION OF UNDERGROUND UTILITIES SHO:N ON THIS PLAN ARE DIAGRAMMATIC FORINFORMATION ONLY AND MUST BE 9ERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALLUTILITIES MAY NOT BE SHO:N. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES LINESDUCTS CONDUITS SLEE9ES FOOTINGS ETC. :ITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS :ALLS FENCE FOOTINGS TREE ROOTBALLS PROPOSED LIGHTING FOOTINGS ETC. AND IMMEDIATELYREPORT ANY DISCREPANCIES TO THE O:NER'S REPRESENTATI9E. ANY DAMAGE AND INCURRED COSTSDUE TO FAILURE OF THE CONTRACTOR TO 9ERIFY UTILITY LOCATIONS SHALL BE BORNE BY THECONTRACTOR.8.E;CA9ATION RE4UIRED :ITHIN PRO;IMITY OF UTILITY LINES SHALL BE DONE BY HAND.9.E;TEND DESIGNATED LIMIT OF :ORK AS NECESSARY TO ACCOMPLISH SITE UTILITY :ORK AS RE4UIREDBY THESE DRA:INGS AND SPECIFICATIONS.10.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SER9ICE ALL E;ISTING UTILITIES STRUCTURESE4UIPMENT ROAD:AYS AND DRI9E:AYS FOR THE DURATION OF CONSTRUCTION.UTILITY NOTESE;ISTING :ATER LINEE;ISTING O9ERHEAD ELECTRICPlanning Board # 24.XXXX NOTES:1.TREE PROTECTION ON FENCING SHALL BE ERECTEDAT THE EDGE OF THE CRITICAL ROOT ZONE ORBEYOND PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITY.2.THE PROTECTED CRITICAL ROOT ZONE OF EACHTREE SHALL EXTEND FROM THE TRUNK A MINIMUMDISTANCE OF 1 FOOT FOR EACH INCH OF TRUNKDIAMETER, OR 6', WHICHEVER IS GREATER.3.FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES,AND BE CONSTRUCTED OF CHAIN LINK.4.FENCE SHALL BE SUPPORTED BY VERTICAL POSTSDRIVEN 2' (MIN.) INTO THE GROUND. POSTS MUSTAVOID MAJOR ROOTS, AND MUST BE SPACED NOTMORE THAN 10' APART.5.NO STOCKPILING OF MATERIALS, VEHICULARTRAFFIC, OR STORAGE OF EQUIPMENT SHALL BEALLOWED WITHIN THE FENCING. FENCING SHALLNOT BE MOVED OR REMOVED UNLESS APPROVEDBY CITY FORESTER.6.FENCING SIGNAGE AS DETAILED MUST BE POSTED INA VISUALLY PROMINENT LOCATION.10'-0" MAX.4' MIN.FENCING POSTCONTINUOUSCHAIN LINK FENCINGTREE PROTECTION AREASTOCKPILING PROHIBITEDDBH = X INCHESCRITICAL ROOT ZONE =WITHIN X FEET FROM TRUNKNOTE:MEASURE DBH OF TREE IN INCHES.THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROMTHE TRUNK THAT SHOULD BE PROTECTED BY FENCINGSINGLE TREEMULTIPLE TREESCHAIN LINKCRITICALROOT ZONECHAIN LINKCRITICALROOT ZONEDETERMINING CRITICAL ROOT ZONE2'-0"NOTES:1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,DRIVEWAY AND PARKING LOT CONSTRUCTION WHERETRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE.BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITYENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTIONTO BE INCREASED TO CARRY DESIGN LOADING.2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORETHAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDERCOURSE.3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTINGAND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEERAND SHALL BE PAID BY THE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.SUBGRADE 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 COMPACTIONTACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM402.098302 - 9.5F3 H.M.A., 80SERIES COMPACTION PGBINDER (LIQUID ASPHALT)GRADE SHALL BE PG-64-22PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESTANDARDROADWAY1-1/2"3"12"GEOTEXTILE FABRIC, MIIRAFI 500X6" SADDLE WITH STAINLESSSTEEL STRAP PERMANUFACTURERSRECOMMENDATION, ROMACINDUSTRIES, INC.EXISTING 45° OR 30° BENDAS REQ'DPIPE BEDDING AS REQ'DUNDISTURBED SUB-GRADESEWER LATERALFLOW C L45° OR 30° BEND AS REQ'DSLOPE: 2% MIN. (1/4" PER FOOT)45°SEWER MAIN5'-0" MIN.45.00°5'-0" MIN.CORPORATION STOP WITHCOMPRESSION FITTING,MUELLER H-15008 3/4"EXISTINGWATERMAINFINISHED GRADECURB BOX; MUELLER 5'-6"± MODELH-10314 (IN TURF) MODEL H-10334 (INCONCRETE WALK) (SIZE AS REQUIREDFOR 3/4" OR 1" SERVICE)CURB STOP; MUELLER ORISEAL MODELH-15209 COMPRESSION, MODEL H-15219(W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR1" SERVICE)SEE DETAIL FOR SPLICETEMPORARY CAP OR PLUG AS NECESSARY3/4" MIN, SIZE TYPE KCOPPER PIPESOLID CONC.BEARING BLOCK ORC.I. FOOTTREE BELTSIDEWALKSEE NOTECURBROADWAY3/4" COPPER TUBING(TYPE K)NOTE:LOCATE CURB BOX BETWEEN CURBAND SIDEWALK AT CENTER OFTREE BELT. WHERE NO CURB/TREEBELT IS PRESENT INSTALL CURBBOX AT PROPERTY LINE.FULL CURB AT LAWN6"6" 18"6"PAVEMENT14" RADIUSFINISHGRADECAST-IN-PLACE CONCRETECURB, SEE CONCRETESPECIFICATIONGRAVEL COMPACTEDTO 95% STANDARDPROCTORSUBGRADECOMPACTED TO 90%STANDARD PROCTOR7"NOTE:EXPANSION JOINTS SPACEDALONG CURB 10' O.C. MAX.16" ABOVE GRADE 6" BELOW GRADE 10' MAX. TO 36" MIN., 2" HARDWOOD FENCE POSTS,DRIVEN MIN. 16" INTO GROUND2' OVERALL FABRIC 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.1.) 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.1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY APROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THECOUNTY COMM. OF PUBLIC WORKS.2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR8'(MIN.) FROM THE EDGE OF SHOULDER.3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFEREWITH DRAINAGE.GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA SPRINGS RIGHT OF WAYS:GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: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 OFTHE WALK 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 APPROVALAUTHORITY MINIMUM 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 AFTERMOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BEEXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACEMAY VARY WITH CLIMATE AND WEATHER CONDITIONS.TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINEDSHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEWYORK STATE DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS CONSTRUCTION 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 LOADINGNOTES: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 OFTHE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TOBE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TOBE 5' MIN. OR AS ORDERED BY CITY ENGINEERTYPE 2VEHICLE TRAFFIC LOADINGACROSS DRIVEWAYSBROOM FINISH PERPENDICULARTO WALK4" CONCRETE - SEECONCRETE SPECIFICATIONS6" 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 PROCTORUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.David Norton86 & 86A Ludlow StreetSaratoga Springs, NY 12866Save Date: 7/22/2024 4:16 PMFile Name: G:\Proj-2023\2023055_Norton_Ludlow_Street\2023055CAD\2023055 C-4 - DETAIL.dwgPlotted By:KARA TEDFORD 86 & 86ALudlow StreetSubdivision86 & 86A Ludlow StreetSaratoga Springs, NYProject Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172023055DETAILSC-4ERSERSDBH07/22/24NTSScale: NTSTREE PROTECTION FENCING 1Scale: NTSASPHALT PAVEMENT2Scale: NTSSANITARY LATERAL CONNECTION 4Scale: NTS6" CONCRETE CURB7Scale: NTSWATER LATERAL CONNECTION 3Scale: NTSSILT FENCE8Scale: NTSCONCRETE PAVEMENT ON GRADE5Scale: NTSPIPE TRENCH6FINAL TRENCH BACKFILLAS SPECIFIEDTOPSOIL & SEEDLAWN RESTORATION11PVMT. RESTORATION116" MIN.NOTES:1.FINAL TRENCH BACKFILL1.a.IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BEEXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THEENGINEER OF RECORD; OTHERWISE IT SHALL BESTRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85PERCENT.1.b.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BESTRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALLBE 95 PERCENT.2.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCHBACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS.ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLYCOMPACTED TO THE SATISFACTION OF THE ENGINEER.3.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.EXIST. PVMT.SUBBASE MAT'L.;REFERTO NEW PVMT. DETAILBURIED METALLICIDENTIFICATIONWARNING TAPEFINAL TRENCH BACKFILL(SEE NOTE)PIPE ZONE BACKFILLPIPE ZONE BEDDINGMAT'LSAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. ASSHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT.PRIOR TO PLACEMENT OF NEW PVMT.NEW. PVMT., SEE DETAILPIPE O.D. + 24"MIN.6" MIN.O.D./2 12" MIN. 5'-0" MIN. COVER WATER 4'-6" MIN. COVER SEWER 18" 5'-0" MAX. VARIES - AS REQUIRED 8"MINKEYJT.PIPE ZONE BEDDINGCRUSHED STONEMECHANICALCOMPACTIONMECHANICALCOMPACTIONMECHANICALCOMPACTION12" MIN.COVERVARIESSEE NOTEPIPE ZONE BACKFILLMETHOD OFPLACEMENTMATERIALDEPTHITEMCRUSHED STONEPlanning Board # 24.XXXX