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20190467 Station Lane Apts Revised Plans STATION LANE APARTMENTS SITE PLAN CITY OF SARATOGA SPRINGS * SARATOGA COUNTY * NEW YORK GENERAL CONSTRUCTION NOTES SHEET LIST TABLE SHEET NUMBER SHEET DESIGIVADON SHEET DESCRIPTION cov-1 COVER SHEET 3.ALL DIST1JRBED AREAS TO RECEIVE TOPSOIL,SEED,FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. EC-1 EXISTING CONDITIONS SURVEY 3 ED-1 EXISTING CONDITIONS&DEMOLITION PLAN 4.SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO.RIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. LM-1 LAYOUT&MATERIALS PLAN 45 UG-1 UTILITIES&GRADING PLAN 'r171I'UTIETscAPES77=fTPI2NokTTIO faNT:FAAcRTPRoFsT<LCLAVNAVX DI"A"N'(1-"°-'"-"")"R"RIFIcAT'N°F T"E I-"A"N"uN°"°R°uN° SG-1 SPOT GRADING PLAN 76 ESC-1 EROSION&SEDIMENT CONTROL PLAN 6.ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SRE HAVE BEEN SHOWN ON THE PLANS. LS-1 LANDSCAPING PLAN 7.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. , SITE LOCATION : 10 LT-1 UGHTING PLAN DT-1 EROSION&SEDIMENT CONTROL DETA1. 8.ALL UTILITIES DAMAGED OF2 DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. 11 DT-2 STORM SEWER DETAILS 12 DT-3 SAMTARY SEWER&WATER SYSTEM DETAI. 13 14 10.CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON-SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. . ,,,,,n.., 15 16 ',,..., 17 BDTT--'8 :-TrBOPF2:14:A-TIEEPR rANN'AGGEE'MINNTT BCOS11111IRVETA1'110-1S11(A2RADED2E)TAILS 18 VP-1 VEHICULAR ACCESS PLAN 12.ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER. _ 13.THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES,AND PHASE VVORK ACCORDINGLY. , m''' SI.STATISTICS: 14.THE CONTRACTOR SHALL VERIFY A_L DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. i ...' ,- 15.FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. ZONING-T-5 TRANSECT ZONE 5 NEIGHBORHOOD ZONE '1'..-. 16.PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION,AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. - ' 1 ,'" PARCEL AREA-8.42±AC ,,gril'-' 1'iTA'IrlAg"C'ONOrgriNNIsA2OLTNrINEWEigii'Of TA7REATRO`GITA NSI,TRIZSZTQEU712-gElIT"NT'''."'TER'HAuuNc.FIRE PR°TEcTI".ER°sI""NT'''.ETc. ' 1 MINIMUM BUILDING SETBACKS-IFFR TSiFifi`CKK:°0 2' .2 zz -M.f......,!..,it: PROPOSED BUILDING SETBACKS-0 FT FRONT SETBACK „v„..,.. .,.., 1 9.FliiiI-EENWTEIAFI'ISLEI'N'k4LAI'ANCFON?FikBEICATEIEv:INTAF'i liF1 PINE FOFDRIT<IiFArELAI:FTBSENTOCEINASPCICfREHONCEAELOFSAPNURDINNI riFeiAFC'TICAG!NREUL kilDIIEVII'ICEIF""T°F ''''' ' '.'i 152.17742rE.:R7E1SECETBACK 2°.TOFU TS IT TORFAVER RSI Zkl'IL 07-Vr PCT1 a n iMATTEur,`,21'.'"R'EAsENENTs THAT mAY"R"HIRED"R E"cAvA""AN°Ass"'"°I'LRBAN" ,0,,,,,..----- ., . ,- ,,,,,,, ...............,,, 21.ALL WATERMAIN MATERIA.SHALL CONFORM TO THE CI,OF SARATOGA SPRINGS STANDARDS AND APPUCABLE AWN,STANDARDS. (1)4,'517.;'±R'S`E,P'EI'IRINFO'ADOR'R'TuENT Bull-DIN° 22.\'‘C/''IFT.IBIE:s1SN°,UNTIREifiLDRTAENlisniEil'ILOIFIgil.4 DrASIC'kiro ERDITSIE IlkTCFATBANiFAAIFARcOi-FORTATENFEkjTCSIRENIFTEFRIT,EFAFNT gi-'6F-ri!NCAI'll'g'CI:T°11'1 TR1 c Ess , , ,,,,j ' 0 ... •. 23.WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH sEcsoN 4 OF THE AWWA C-600 LATEST EDRION. '''. ' PROPOSED MONTAGE BUILD OUT-42.7% , i 2 25.',Ii,`D FtOLOgINAA91HcrEonERRIMEGDAIE,LDEvOOTXE:IFI-IiIONBEoFc°1'HTAWLEDMTAPIEF7A1!ZONT:DCOITrATCTONTO-i'ZTIX_cLITATtRTALL BE REsR°NsIBLE F°R THE c°sT SITE LOCATION MAP ti 26.TAFiliE 2V-ZITS1SOVIOTNAKAENOWEEFSAsorREZEirOTTPITLRERgENcTTRATgEoRssuRAFcflT1?.1-FI,ErlsRTMINFP1.1"Anj"PEEFONRTZT 1SFIHrL),E,IR,F01,z1N2PLE F°R SITE C'VER AGE STATISTICS-I'lRjAIVEDIIDINS/PAZIE<V1:2GA3E317=,37'1'714'17F:.7i3;1' rn IDIVCEHIssARE'ICWITZLir_1 RifEFSITTIZIwTA0Y PHREleolLINE'AtsE0mRENE7thtil,`COIOra,°LINTII-T,IEGsRAP/a/EATO i=Ol-F`TORN2.'LAwNs'NAII-""Es.FENcEs.sIGNs'DRIvEwAYs. 0 500 1000 2000 4000 0 27.ALL DISThRBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. z. 0 28.THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOF2 THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. APPLICANT at PROPERTY OWNER: 5 ci '1' S 29.THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE 01NNERSHIP AND MAINTENANCE OF THE WATER LINES. 30.WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18.MINIMUM VERTICALLY. 'Fl_118,CKHA'DdRiEl\I-NI IC1IT N 1 g4f CI,OF SARATOGA SPRINGS PLAN NOTES: .ii P l' ,-, t„I,P's'REI,TifoAtNl'EilTri utglEEEPiv),',5°,1 irs:Ervt-sA,TLALLic'ili'TjRTiLsiTp"'0ENPaiNFT°',S7,FF,','ITLIRF:r0F:DN±Ds7,",'EFTEIF-uoTili!°F,DL'rnilib''TR:'NEEsTIBEEmppRERTE'l:DIEDT0 ,_.r-,``,:: 8 PLANNING BOARD#20190467 ACCESSIBLE ROUTE NOTES: fn g,`,g ' isi-RAL-sEITR'iTDEE:AeS<Ess.sIABN't AriEc T-',',;,ItspB0ERTPA-7,24°TcATHI'T'HIE isZESTI°3,1121ELOZEoRRArAl2r,sRasSaD,EAccEssIBLE RAssENGER L°ADIN°2°NE.'BI-' A"""d LI"""ZrtIltlYe°PflOralrlir117°IBLICt/I0°End GO'17,:dCity Of 'DYSITCHNEAT2rTRNTETENrAIIVrET riEAAFZ=NSATRREUZINJIRMEEDE.7„GE TOTT'OIF/rirE'g:TEREURCTIrNaCTIYONCS°11STTRHECTFrENSLPOCNISNIF11114CTO'FNTITESPAEPPTIMIIT%E''\'/a0PER. P gt1' iccil (Date) idc' 3 „yTv,3„r„Ampu„„A STREET OPENING PMMIT FROM T„E DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WIT„IN T„E STREET OR RIG„T OF WAY OF .E i ,,,j 3.WALKING SURFACES SHALL HA.A MAXIMUM RUNNING SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%. (Chairperson) (Date Signed) 4.ANY VVALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0%IS A RAMP AND SHALL COMPLY VVRH THE GUIDELINES FOR RAMPS CR CURB RAMPS. OlagcciRATsIFI= PP*P* [[ `TTITEI`RtomEnRKertE8g4 cEl%IIRNLEW°IN Acc°R°ANcE wITH THE ARRR°vED RLANs'AN°AN"As-BuILT" .' I' 6.FLOOR SURFACES SHALL BE STAB.,FIRM AND SLIP RESISTANT. 4 P DTLEHEGEARviN'ETT":[Iiii7j,,DA'yNgci,:rvR'i'T-ii:Tu'iia:TI°H:E:i:TEE'rEiND\H:12DIT"T'ichE'LiAuRr\N"iTuHisx`THE,AiE PARKING SPACE NOTES: Z L, a. zO B.',.,INNINLp:?.41,1fis:i,INI,Rsi,uAT;E,,s:TvIi;:i,-:,71;i,F,'NET,Y:TEI,',6AR oi'viFiED'.`:TN°,iii-Esil3FAsET''AL,LzFY2Ti„FT;sApsAAFAc'kETR IEN.(iEEi'TAEFicr-,,TEiu,i°8°)R7,vc(hi2iliENT,si-,„,'--- CUR.RAMP NCITES: iiEiEsps,saiZENI,CPTIIIKIEDsEsPAA:vEA:NcaLsELsaiiiiksTAAETAFEFilHilE1)TINEEii OFmiciESTI-sEAscsElliEEIFFIFFII 1:EiElk_iip.ciiEsE°ArniiRCT:FiTIERLEE. 2 i 2 ''''Lja 1.THE MAXIMUM FEUNNING SLOPE OF A CURB RAMP SHALL BE 6.33%AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. RIIRrITDIRACVSTZ aE241SN'iSTHrEPAVKTINAGDIAECNET a gaIRAIATI.`ING SPACE°R ACCESS AISLES'MEASuREMENTS SHALL BE RERmITTED M IN'DE THE i ''FO' 14.ATCIZI'DIrpq°G°ECV;kV:1'17CATE1'1I-tT LAORCEALP'-RA1TNSPF&TEnTa.E ROUTE '1'1-C°NPLY WITH THE FAIR"CUSING ACCESSIBILITY"IDEUNES'THE NEW"RK acEEI,EILIREIT,FAI-2.ROE:..7riEA1-DadrE12TT,TJTRMES'N,`:T Ri'12A°11STTulgacEAT IcNUNREBDIaEYSAtAVAILIIT<ST,°;ffESIRABNDRAgEgtH'21T-a,- 3.PARKING ACCESS AISLES SHALL DE RAPT OF AN ACCESSIBLE ROUTE TO THE...ND OP FACILN,ENTRANCE AND SHALL COMPLY WITH PP°\ISI°NS F°N II5 i• (n,., 11.DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIB.BUILDING ENTRANCES. i=22WIABBLLEE'n°uKTETnsurcaDss0rott sa-LPIZsPIE72X:ZDP'2,',117g-vrLiriicALcs2ssIBLE R°uT"usT cR°'s VE"IcULAR T"Ic LANE'W"ERE R°ssIBLE.IT Is in 1,,, 'g_, PP ZE i1111,, FtisHFE,EF:NE-11_,-G-4-1E,N_,LAEL-,r_scso',-,,,Ityt-TH.ThieT,trRED,ixs4N.i zz:',1-,540cuur„E,E1,1',Ng!TEHvEEN,L,T1,1-Nr.AcDoRpmENig-Eiy-oirsTiATE.LoArzpouNcAABNLE Loc, LL BE BBB.B EHALL BE TH,B,,,_BE„,B, 4.MP.ACCESSIBLE PARKIN.SPACES MAY SHARE A C°MM°N ACCESS AISLE. ,FT 'EAFLLZ DLIAIENIiIIFOISNTFEAEDI2ALRANil°NSTFILTEHPLAASBiIkMNEEiLilisALNc.E:ksl'NETFAITN'YEcEDC11R1NAI0117.•ExcLuDING FLARE°'DE' ''CESS AISLES SHALL EXTEND THE FULL LENGTH Gr THE PARK"'SPACE THEY SERVE. 4',e RAMP NOTES. 6.ACCESS AIS.S SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. =I W' 1.ANY PART OF AN ACCESSIBLE FEOUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE CONSIDERED A RAMP. 154ArDRAAlgROBR RGAUmARFAILL°SCAITTEDSHvATRILVREEDFEZONIDuELsIST'NA'ACR°"THE RAuR'°R w"ERE IT IS N°T PR°T"TED BY ARAcAcNEgIDILAI7Ps="12TPA2vERI,A,7,CTHHEsHITT-i1ALVAr AwcfEStclEstsESAVOTLI%tERrAusagEiTSBDEE ROLFATE°PNAa"GERSPT5S"THE R'KING sRAcE E"cERT 2.THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 6.WHERE PROVIDED,CURB RAMP FLARES SHALL NOT EXCEED 10.0%. LATLEBITILTEO`13'RET,A,Elgi"TTEHRE%17,AXII.LIN sHALL BE"RTY-EIG"T(4B)INCHES.W"ERE"AND"'ARE PR°VIDED°N ThE RA'P RUN.THE CLEAR WIDTH 17.F:h.,ciiRcABRikii,517 liE<L111,-,;igNEigriR,EESDFLosAi,DsAR:,<F,NEuZcERSTRAILsE'S'.'EUER'IEE,SI'ArTIE,IADRKsE°D TIOSTs'ilNEL THATBRER`W'HEOLNTCONvT=ITHIN LEVEL'THE PARKING SP'ES THEY SERVE.CHANGES IN LEVEL APE N'T PERMITTED. 8.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 10.PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 5.LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMF'S.LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0%IN ANY DIRECTION.THE LANDING 2tAMRUMN.ITAIMI,S1A1LDEIKIrEC'HkTANLGEEASIIDIRAESCTIWCIEBAETWTEEIN WRILIIZT-AnIFN'DRIIIVIIG'S tAZHTZET"AECI-LAENAIIDRINLTDIINEG LOTDSNITTYCL,V0 11-121-ET ErS-11,4E,g10))TYINHVS INMTNHIMSUML.°NG r!iiiNisOIBNGRATTIREsFV-I,NILlitE0t l'HIN,TRYATArIRREgTONco"ETUA'BPEEURIiIik OPAncA22mIXIPSc FOITR"P'LZEIM2E,17,4Eal?gr,AND 1NA:IINNATtlITESAI,:?Agril'IvEE:SNVEMEALBN','Di.BilFiN,7RS,SiNIAGSLLI-EBS,TAEFrliGDULATR4-tTAE:EIgNF'ANITF:D'I'''1'11-1-ITT;IS'IV'Illgi4INVIBTDIII-EPCSI-E.AFRAILCEEARCAENCES 20,7f1DrCsOaTLi'1,17HGPAE4TEHROjilksiNG sZCEglill'alYEsGL°O0INn!ITTIIUMGEcCTOT OrE'N'TEE:1TO1:1",I 1E/MN7AITITDPI'L&PL2"12C,ZIAIL,I,WSHAIER=Z:I0sNs°N 1,,,,,ES,F,EES,pCURB RAMPS SHALL BE DEEP GROOVED."1/2 INCH WIDE BY 1A INCH DEEP.ONE(1)INCH CENTERS litEES'SilA:IkJRR:OrTRE101-FiLMAcERNA IN'AlUPEAEI u;Sti'''Ll11 PSHRE'll_EETEE°Dr*IliFEC(NiEYI NBAFASilABYEIFI`/ErBiiiiihEiEl RCAN_EIEBEATLIG-SYI,INEFEE711C#EFEITBhaLLED COVER SHEET 7.FLOOR SURFACES OF RAMPS AND LANDINGS SHAU_BE STAB.,FIRM AND SLIP RESISTANT. 11.WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. LGEU°L°LIORNRS°TEScHTZ BcE°NPRIgIiiIDGEDT,-,I,FEZH TigINOF%cMEFSMIIYA?,iuDIDOINI1s1,6HTIDPuOV1/,=°12,NOIFNGNSw Y°R"sTATE'AN°'Ruc'LE L°cAL I-Aws' ,97.SRIEEDDDET!FELAudIRJHruiFiD,R,OZ,,EinGr°ABWAIW'RHELRAENTOIORS"THIEAVv%1TcsUcBLJEEVNTcoEsLORg<TrEADREBYAOJTZEENBTuIRNAcRcAITP'ELZ,DINT,'L`,Z,TiNsGrTLZMET,ZED 1.,:.WcHu:ERRARN°:IT7pD;DARNADIN:::::TBAR:H:LELR BpELALN"AT"uRBTREA"F cuRB RA's AN°N°T IN THE RA"''' 14-1.E1H°E1INPDARNING IS PBBVIBED WITHIN°B BENEATH A BNIWING''CESSIBLE PARKING SHALL ALS''PBCVIDED WrrHIN°B B'EATH l'i'llpkil'isOl5),DF'0'21 I sEP vicl. 1,..REFERENCE: /V), ——..- NoT.s: mock-4- -4 '— t „,,,,vm, 4`. ,4,•' ,aYA.17V,27,17,71,71.V."''—--—'1"......'. 7 fioaTai,raua a,),...o)oi iaw,za a 7 19' / .., `c... , X Station Lane Associates LLC , TA..,,, st... AdLer4aNI,F i Info. Area=8.43±Acres I X \ X \\ X \ X \ , Instrument No.2013025499 i / /---., •I \ C , 1 X ,, /I X 1\ X L'17'\e' " TODD WESTERVELD,P.L.S.No.50,319 • x.,,,, ,\ l___.,,,,,,,,,,,"' ,, . X ‘,77,4011,--'s, X -_ _f ___ ---' /'---- J i --________s_:___-_______, ''''',_\,•_/-------322--— '''''_, ''' / / , \''''` SURVEY / , • --- ' -' 4,......... (Vt. LANDS OF RICHARD W. ASKEW --______:_. -. -__"'"'"''''-•-,.-,-,_.------____=___„____ PON LAA,---,----"—,,,„ ''' ''4------ - .-5.i'''''''''''' CITY OF SARATOGA SPRINGS SARATOGA COUNTY.NEW YORK Gilbert VanGuilder 557,;:-r - ' _ --=='__'-^_-----,-- •---,----_,.,_ ' ' 7 s------- Mk! — La nd Surveyor, PLLC ----j24 -_,.:2-,---'",--1:77,-.:------.-:------;.—,----:-.:_.-_--,--,-_,' '-'7-'----,--:-.-------7------,,,,-- ___ DEED REFERENCE: m' Dl'IRJRNTRYANCIRRITS RODF'HIIRCPEDZ 117S=MDRNTDIEFEDD 2DDA-1%1=1-,13'"'"ND PE""ED IN"E"P"D" t\ v 44 \ AP RmEA ERENCE 'L',41ADENI_DUDIAN PE 2 CL LuEzs;mno.Riz,B.Talaff v‘w,F,„'AB,E,R,TIA,B:Dm ZEID,,,9,TTEAr.,J,6G1A98,36,,TT F,ITROFFIGE„MAP NO B-113 3 aDAarFIE,lai30,CaEFF:FRF-B[rc07,')LPRB,EDAFFRINNB`DIT,T,CFMDEL"ANC')EIXSTATRENSD'A'NRDRBITD Pr1HDDE NOTES C, I ' \\ % 1 3T Z DFDEP1,30EIZT ARNSD 113BERBREM ESDU X DERC"RT30 31'N'BIA-REEVNEEREDST°A ET M'NEIN D PO'F'DFADCARFSE TANREDHF Plf LILL.E AN D"R \ \ \ 2 NO ATTEMPT WAS MADE TO SHOW UNDERGROUND IMPROVEMENTS IN THE PREPARATION OF THIS SURVEY 3'D/F3I'ES"OUENDAIBRE3S2UURREEY30X74113N"AL"VVIEOPRKURARriC7INr"ED DERID APE GENUINE"UE AND"PPE" • a \\ \ Adi-d?i:eira;:':,',,,,,, 'FER.51,E1r2g,i8EcAci"lob:E°RAFTNjviAloNs:`'Ilc°1-:;',1a",:Tos(uLEvAl°s\VBA-ligNNE/D I'"IG"sE1-"EDLINI-Ess I \ \ '\ s 'rEVA=voTTI-E'N'v%=`,1A7",\NTEpsy-A170NDATED°""''2 2313"3"E NEW"PR"ATE I \ \ \ 7 ELEVATION DATUM IS BASED UPON NGVD 29 I \ \ % .22-22. "33 % \ \ I \ \ \ \ \ DR.HD.---DR22232 HD.DR.HDR2D2D2 DR.RR 2 , . \ , ...... _____ ..---• \ \ DTS4e=7;)4 7 % 4 WtRieF2F;Z/U3'LOL2 45.9 I \"1712''2\ \ \ ..... AH,o, / '..L....R.L',"D'''''''' .... \ '" 2 ) \ / / -___ ___. ...........'."... % --- % 11111 :1--------,\ / _ ''''' I 1 N---- - - , ".•, 1 \ t-- \ / / / -_____, . N , _ / / , --,,,, 4 N., , % C -------- I / / / / ' ",,' I / / z' , , rn ------1 \ 51':slielF 1,'::42 .:5s54LL [ I / / , / ' 7-----\ ,\ \ Z 1 / / ' , / / , // \ / \,.., ' \ , \ \ % % 0 Z. 0 / — ____ , — , ---, z / N e \ \ 5!' LII, 0 / . \ // ---. •,,/ z / N \ \ iu- , I— 0 \ \ 7,§ Z /1 \ 1 / \ \ / I / / /. , \ • / 1 1 ) / / I \ \ \ 1 ) ( / 1— 2 . 1 / i / 1 , , , __N \ , \,. i , \ . 1 1 , 2 Ill c'l / \ / 1 I A, ,,o, a E I! } \ zL, g'a"E'%TAZDEVIL I --- rxrar,„Ac -T,LA.- ---- SAN I TAFRna,I 7:SET"E 7"AN.I 1 ,STATION LANE , ,,gi It \ EA)212,201-1,T, ELigttg° ,F; --AP"',Vgic;Z-P,;°rTAIrg, ———--------------------------——————-----'9---;:-.-— ------- '—----——-1----7--i—'.- --7---1-''''------'-:---''-'-''''''-*'"' ......1 R"°VAL"R DTrNDaggg EXISTING CONDITIONS S.DEMOLITION PLAN PLANNING BOARD#20190467 EXISTING APP'ved und'a fy'rtihe Pf1:1„irrrBLOia'rnd ajt:dCi„of DePliillgirlsISPAN 0 1 5 30 60 0 APPErrgIATE LOCATION AND + DIRECTION OF SIGN TRAFFIC CONTROL DEVICE SCHEDULE PLAN DESCRIPTION QNTY. N0. 1 VAN ACCESSIBLE HANDICAP RESERVED PARKING SIGN 2 NO PARKING SIGN 3 "STOP"SIGN(R1-1 C) 1 I\ 4 YIELD HERE TO PEDESTRIANS SIGN(R1-5) 2 1 \ CONSERVATION AREAS I -\ \ CONSERVATION EASEMENTS= \, \ TOTAL—7.24 ACRES 1 �.\ ♦ NOTE: \ ds N/F Of CON ERVATION AREA LIMI'ETE 1 \ Ad1 Reclty Ir c. I \ \ ` ,et i2�z or Dees�e Pepe ie1 1 \ \ � ♦ CONSERVATION AREA.SEE \ \ ♦ SHEET DT-8 FOR COMPLETE \_ / CONSERVATION AREA LIMITS. \ i— \ \1 `1 1 \. \ _g,43f Acres — — 1 Araa— ♦ / I \ ` L m is of D.L.0 l l da=ion —•` 1 DE.. 1=547 ♦ d.s N/F Uf 1 / — — ate E- NM 11,5{�OGt D201L25459 Limite \ j =trument N / '' I / / / / \ 2 Izi ti Lands N/F of �.———i /. / � \ ♦ —— 1 Station Lane Aszooeos9ssaLLC 1 / / / Inelt�enF Nn 1 0 / / / / , ` H \ -\ Z I / / O o 1 ��,\ ,� / 7 a \ wJw3 O \ �Y W a , , /\ r \ ♦ Hwy O //I I --, PROPOSED TREELIKE MP.) ,' \ I \ \ .Yw,f�j Z PROPOSED DUrSIER MP.) <-, J PROPOSED RETAINING WALL MP.) / 1a6 1 \ ` Y/ r ua ,/ PACK(TYP.) 4 6 5 \.. I I / \ \ \ ♦ LozdD E/F Of I.O LL /BUILDING yOUNTED WALL O PROPOSED GUIDERAIL MP II -i S til /..1 / I R=4' R�4 \ CIVIC SPACE AREA J 1 ♦ oaok 798 eds At Page 390 Q Z R= ft= PROPOSED CROSSWALK(TYP.) \.. \ 4 D �C W CONCRETE,URGING(1YP.) � I G H � 1I / R4. PROPOSED CONCRETE WHEEL STOP ) :/:1 \ ` 11 Ilk •tri —''n' I —1a5' // al.I \ \ / ZN OPRO�bSED�BIKE RACKS(TYP.) � PROPOSED 3—STORY 11—UNIT � � J / RY 12UNIT tWn ♦ O C 4,437 F.FOOTPRINT f 22'y ir eu Eomc SEP...LINE PROPOSED 3 ORY 8—UNIT / �sf� 47 \ `� XISTING TREELIKE(TYP.) L 116'— 72' APARTMEI4T BUILDING Lin'�rs CF N U'U 5 ` e \ (18 PARKING STALLS REQUIRED) 116' 12 2,5133 S.F.FOOTPRINT �e Il�te X46) Ir W z ROPOSED STREETSCAPE AM, B / \ i ♦ O= 1u \ \ LIGHTING(TYP.) _ _I- ,�.__ __�1 -L 4_- _= �� i�� II i. _ __ �J/ / =1\ ♦ I.2 �,,av \ �/ _�� •����� � — PROPOSED RAMP WITH = / __ —— �F a B HANDRAIL.REFER TO DETAIL _ � 3z2 � _— ——szz —� V m • li 1 • e oN SHEET OT-4. I—1., NW aFm o 22 reiii n. • SaN 5• iRN�\\ safes� „ � R=s R=S— - -- -. ��oe^„•�°_�'�G '._. • 5— ��I ft3o' R=5 sa p_5 SAN p_5 SaN SCONCRETE APRON(TYP.) SRN SRN SaN SAN sRN N SRN SRN SA-5 I��N RN SRN SRN SRN RN DN s SaN SN RN SAN W n REFER TO DETAIL 4 ON LANE sa STATUE/SCULPTURE/ART = PROPOSED GUIDERPIL AT s SHEET DT-4. STA TION TO BE COORDINATED WITH NEW SIDEWALK EDGE CITY ART COMMISSION ' ALONG STATION LANE _ w &Nati W — — e e -- _3za —-~-#_ YIELD 71NE5�0`-5%—BEfO�'e^�i - - 'IEIDBLOCK�ROSSWAL1 1711 DTH— —— "3j°p —— J \ 32� x 18"HEIGHT SPACED 12"APART e9j16g.s PER MUTCD SECPON 38.15 LAYOUT Et.MATERIALS PLAN PLANNING BOARD#20/90/67 LAYOUT& Approved under authority of a resolution adopted MATERIALS PLAN by the Planning Board of the City of (Date) 0 15 30 60 120 Saratoga Springs. 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(Chairperson) (Date Signed) PROD.N0:760.00I SG-1 SCALE:AS SHOWN DATE:05,7/2019 SHEET 6 OF 18 TABLE 5.3 SOIL RESTORATION REQUIREMENTS* , LEs RECOMMENDED SOIL EROSION AND PARTICULAR MEASUFRES MANTENANCE OF EROSION CONTROL MEASURE, ,TPE CIF sE.L D'siDRDANDEI SD.RESTD.A.R.REQUIREMENT I MUME'FFS ExAll' SEDIMENT CONTROL MEASURES ND ALL DE THE'N.'s. TUHT IDNETIEGIVII;ER°1?"FTATIOIN EOT ZIEIRTESM"l'OREARRNI2OLSIngNrilltil°N'IlEAANS1UITS LEGEND 1 IIT:°,,ERs',41:""Nr'N"'N'T"''''"'"°ArE—N sHALL BE THR''''T THE DURAT'N'IAITRHREFIgtriEBNETMPAIIZZD V tgljj' I MINIMAL SOIL DISTURBANCE REST.RAT, Na 3°11-PISTURRANCE PEST°P"::PP::: PCP1-::::::31::RUN:UNGAL FEATURES N,,,,,,TTEUEOFTBILRAT,FEI:1&E,i1B2,1EiTikiGjsiiR_RET,RiSCTtLSriEALIrPLRE4EN' UCTE:H FiL TiL sus.Tiu,As ri,A,siT, IMliBuirAlril,OL,F1,_EiNS,„„NiA073,A,,FrI,RED,2FEzpLAr,isEDRAosTENarm; 2 2T7AAIISONNEII!AHTFCTIK IDAIMEE'SDFTTAFS'T rliFFHFITrEIIA1L'LlIZEI,ESTDITTN7NAENNj:IINT11,12E EWL-2TH ER EDS.'.BEALMTM2 elj."TA TED sEDiNERITER-stiinERim AzDNE.Ly ,.j'>`g,'',....','",...1 ER''''N C'NTR'L"TrING EI,-sacr7E161Zs„E iffgrirNEG;°iM ZEviviKs-ritt ra-:-Na,r2s-sr,iloNrg uviIF„ED,R;',:,,,,P,'i'RREitNiT,rusENEL,g,i,A,,?,FATTRrs7izwai_ApTLiLiziEL 2posED Er'sa'''''HN'R's'ERYTA:s"°cI'L is ''''''''TE"-**"D APPLY'°F n2T42TUCATIR'g'F'g?'"AEN;°N'INC "NDAEMRAGAEITTOMSEUARFSACUERWEASTERS RESULTING FROM EROSION AND SEDIMENTATION PLACED AT INTERVALS EXCEEDING 20 FEET 1 Zgli/El‘W FRI2NOTIII2GEODNSSTYRUTATZTE DISTE""AR'S A"SY R""'" -•-•-•- SEDIMENT CONTROL FENCE TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON SITE FOR PERIODS AREAS°E CET°R EILL FTIITO'RFAL111/0,21/ 2'''SSIIP4143TAERTMIELBI'NTEFGgETFaIN/PS'EHATTI2EllIESAETBIILIEIRDEAllEIYIP\:"""" 3'EATER T"'1A-DAY""ALL"RSOTAFDTIZRSAYDIEVFDONPSOTSTOHCIPTE G EANEIV;('ESST-11'2E:iraT)PIEBUC'NND EP,±iNacFNEIU2LaDIIN RAENSET1/4RDAMTDI°DnElY 3 Ss2)F<I,P,T°''',E,D;;;giRoAiL:100Nr A,T,ITASRuSI,BE PUNNED TO MINIMIZE THE AREA A IrAvINT(viaDI VI-SE SSTRAELALM EFORDIZER4A-SFSWE%Brag°WIT"'""°F 5 IC'ORNMS=10YNEVITVIIYTEPIH'ERANN'APAglriOENLYOFF°TLHLETTE TaRI=TETI°N°F 'PFUO liDN 11F791"0‘iiSAINLCiZI"IN IITIE/irE:RIVSGEUDFTZEiT°C CESEU7CETISI°174NYIEITI3ITNETPR°I- 5'0AE,11-,1/E:1-TAFI NENEESCE°SFSAPPFREVVArgiEHSZIEIYTE1R171°ITZT12 FR' ***T''FKTEArT I 71 r"IF/SE STLTE2 IFEHFSOX'L'ETIA<INOSALTISEEURI:77"ENERP'SREP 3"GETSN4A7INFG1114!YlilAHE' TCEORNMAFglOSNILHEAST gOg.°1)=;!ilsE3r!eZUNT SEDIMENT ”:i'El-RN''''PNRARrIS WH CH rUrC°I,NA'PlAC701,1'ADrE'C TO'N''''1-,rC„Y S NCLUDED WTH N„E =IIESSSETliDTIZOMSEIOIFIGERDAg" "N 8 OTT,NAENIDLArINTIWiTIOr TFOETICIE SSET'At ig'''gr,T:VLDcl'i',,,,?,'T"E PERIMETER ESMIIPFiU-FTIEOINEE'%Irl,CI&ETAIDLFEIFIAnDI-g1113 UAERED°P STTeEEFIER:STEKEITTO)111EFSIFDRITING ROAD TiPg4511"I'PRIEA0gSfS7IIT'NIFOi IcTli;TID°APaig rA B, \ Tg 1:"(Sli''PjF S'°M"E'llE'UTIITN!TNRill"POELEEXASND 1 \ \ , '- , ---- \ ‘ "L-N:e'e'IV;/4 7 • • viBBt"'D'oNt-Er'4,4,, =PINLVDIED°N \ - --- ostm43,No 204445 ISEgIWZRI'Erg lENBET PAgITIDE""Cr°F \-'s' \ \ \ .. 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ITF"r1TITENIAIELNT1RAONNEESFITX)1GT-1 ---- 1 , , ______ f' ---. \ 1 A.-Z,d ' Ica ,,, 4 L,L...,,,,,iN -‘ ,, , \ , I / , „ , ., \ / ''' A' "M"._ th-----‘,.... \ I ) I -- i 1`I' Cci l —I ., \ , — _..._....," '—— - /— --' ' , k s " Z LIJ.,. _ R I PROPOSED 3 S40,12 UNIT 1 2 i OrrK472r1SAE7NiNEPPRiOLLP r-R'N'T'N 7 L ' 7 V E, m i( I APARTMENT BU LDING 4 437 S F FOOT,NT 1 / .../,1.'' 0 11 7.1w 1 '4 PK'S"WrlY%UN 7 I 7 \ • / / 4' CC °I I:.Li 4° 'i 01' „ I 1 ;1.STA770N LANE I': \ Il —..—,— .,, N 4 EROSION&SEDIMENT CONTROL PLAN JL o PLANNING BOARD#20190467 EROSION& APP'ved"der a IM Vrt%°PficI,a-InIrrI7t:rnci ,I,.f COrTiENPTLAN (.th) saratog.SPorIgs ("thrPers'n) (Date'fled) iFIC:a'illErovi5;oFf;Do‘21 I st077,Fla I A s \ \ ,_- AL--------- \ \ • ,,,,,",''',-``,, -- -- \ \ e rent No 201,Pe e93 \ \.., ........ / --- s- ---- N 8 I / _ N , \ N ....... 8s ' / / / GI'7E,GrtteFtEtONsGE25=5S„G GC ., LrEe ', I , GG'C'G' 1 •• N ./7 /y \ \ \ • \ • \ \ \PROPOSED TREELINE,P) ('11) IW,Sk / N OPPP7i, r el \ \ \ . — (.) \ \ / / / II ,a, , 1 , \ ' 7 9 Di 'Q'fl \ \ - - Gi7,Y,FEicEijiaisT I\ \ Ai 1 r-- pi II IT r---_,--,— __ i , \\•', ''' 1 LI 17—P'P'ED F PROPOSED 3 STORY 12 UN T ,, 1 E 4 A2E1A7TAGNT&GDP rNT 1 .. EXISTING TREELINE,) L ,AP4rAsErFOOTLFDX-r I-IA 1 I , I I ..... ' NN ,0 la '8 PAR'N"TALLs RE"RED) birrd I' ,..i . ler ,StAk,er I / , 1\s __._ _._ l, ij jtairlit I).0 I IOW. Mk/ . (2)•0 °VIM WOW I rt 6 r, a FT,' gm 0 „.., . 7....., • 0 2 ...../.......-....i..mi., ...- .... --.........,• . '')0 '''.1t1 IMF 0 ,'0 .___ Mo r I QM 1 i i 1 MN CM I=El-bi-iN 1 i i I I i f i I E M.•IN IN riii i I i IM I i ii k. , . A NM M M•W-- - / ?'\') ' 1:,111/1,11111W, 1°) .`;‘; i'D) • -.''' ,,,,,,,.„. • ti STATION LANE \ . ,, 0 Z 0 . , 0 ' LANDSCAPING PLAN ._ z 0 15 30 60 720 I' il CC SCALE 1'=30. 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BOOTED JOINT OR S ZE DETERM NAT ON#2 100%PASS NG 1 1/2 S EVE 90 100%PASS NG 1 S EVE 0 15%PASS NG 1/2 S EVE CRADAT ON/S ZE DES CNAT ON TO BE DETERM NED B,ENG NEER BASED ON F ELD COND T ONS , C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS SCALE:NTS 3 BASE COURSE FOR PAVEMENT CONFORM TO N Y S DOT STD J03 02 W TH FOLLOW,.MOD F CAT ONS ,,g:N= '3-/i//24,ET,IEV 41019:5;17,,,WB\A,,2,,,G-EFITCHI i/.0iEE/E/E i PP1'17S135173%:r VFW-F ;1111h 'SEC rEEEPN°ArN DC DS'U Mnl'ErNEC 4 SUBBASE COURSE FOR PAVEMENT CONFORM TO N Y S DOT STD 304 TYPE 2 'E P A'AT j,,BICEIEVPDIEINIE'NFE.A,‘,0 ''' C) TYPIICAL PIPE TRENCH DETAIL scAL A IP:AAA,)tER,, ir KET'C'EPBNRETELAURCTAAEl;aTO1kNRVINFE'?R;E IDC A L E:N.T.S. z 't Iff (0,1111W m" TTOTUPE A %Air,* T°P SLAB ACCESS ' ' a l'i2 %MO* COTE RE BDTTEA LA)N D ' ti BV&NRAPW gN,LIT-,1,15CTURE < FT7OPRZr AIE A"E" r5FAEP//14:VTgEEND'CrEAELFELFTE'BON7E'S'ET !AL;LEL EOEF T,ERMCESNST AANNDD IEF°1_NX,UZN AYRIE FLAN VNT B B ilig lll lid .... 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LY d F''''P DRAWING RE'UIREPDLATC°ED%RAVI IlEgDAFP1 TAHREEAnHEAY NMEEEE7 AAS„0 HS20 44 WHEEL LOADING 2 V-011=EW T°BE 2.] 2,7 h, ELEVATIlsi A-A 3 77717777A IENI:MT7'''E'X TTET C52 f7.AATIAEPFOCP"E FY 7L rN'EE'0 Fli T T'S rR F.E'D'\''''NB A'S Fl N Illii @ULU'rA CD' CDS UNIT DETAIL SCA.:NTSe PRECAST CONCRETE MANHOLE-5'DEEP AND OVER C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS j,.i, t_l 0 PLANNING BOARD#20190467 STORM SEWER A"""d'fld""Zrt;t-,Ye'pfisra,„irr,7°IBL'ct,rd ajt:dcity of DETAILS g g g ("airPers'n) (Date Signed) iFA'il .rovi5V1/121 IsHIPETT7 3 la NISHED GRADE Fl 2"FR,FAPIFNENRSFHBOr",RiO,TNEI'NRRD DRAUTTNAY1-BRENDUSDED WO‘RLIRDREEDD'PPREYRWL‘ND ArEtR2N°GRALRERANDEODUAL ?El 11 1 RABHC RABB' 'SRE',EABERR=GEBIBIAIN) Eng//////2/L/K/K/3\/3\/kA/n/n/n/M/k\/3/3/3/K/A7 II II.111 GRADE'A( eilgiA;///,'3 ,/,'L%// Iti....4°It'R'O' : 5 BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12'DIAMETER 10 BE APPROVED 6 HARPPRRIROR%1LYATREINgRUME OF CONCRETE THRUST BLOC, V=LD PN,ID)-ID g 33 A M1IW El III rP SECTION A-A D THRUST BLOCK'//3,. LE NLGTH A sUoNpLISTURBED IDRTTPR 27N SRD'rD IRIRUEE'RER 110 FrEEPP E I N FEET ',PE g WATER LINE MOI1=11=111=11=1= PLAN ,RIPNURC(RMsESwEVER WATERMAIN 7 7x7rAmrlAITsDRAEREE0BAADERoNsoAlm',A,BAzILENnwEARPTE-R,Im 2xs 1733weBER R _PI I 4 111 ,Il A 11 8 FoDi'l0F6BrYgJ''',nrIE0EEENLY.,PLRALTZI_LI-orALL,7nTsMI-,ABAUFATsTAE VEprIATN4RT',INE1,7°Ds 1 fill 1= li , ,Il I -- r "_II1 ll-I =t ,fio,r. 11 _111_„,_ ___111 ,1/1\-g poor,,,,EFEFIAT,,FAIssz;LL,,,REBNDREPRLII-TABPsj,s'Arti-X,RNEMPVER:.BRE ENGINEER 111 === „— =— RaTERDLESNETTV 2gclig"s 11111 v. 1, JM 11EMIIII , 11111601 1,1714 ,111,111_= __ a Awli DIIF TH:7"71 TrF H$H7E NIS HSTR7NL H;IE71 •Ne).E. I'IM1.I4E. rA.REN2 ASIR r&ER: L" 14 104,20"1,2420,-,5410 02%ER,RE 0,4,0 E" 32 IS 425 PR 20425 24 15422 12 IPE, 0.0 0,313 NifFiREENBENAIlLERDENPARBAALBLEELRBBA'ERLDBLRISER AND SEWER LINE„BALL HAVE A MINIMUM SEPARATION OF 1,EDGE rliF:JR0.1E's R°RE EBBDIARRWRARTPRA UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OF WATER MAIN 18'MINIMUM ABOVE TOP 2REIXE'LEIBPIPPig.\ORLBTESNIDRTBOSSONUW0tilrR'PLIEWARIEERIVAIRNIELIESD URKBIDERSNBEBAH1PWBEIRRIBARDBEORUEARTTEIQMPRRARLIBN BEND IO: 'Iza 2,1°E:3.31's 17,2.31''a:4T1's'I'a 22:C.:2315o 2.312T l's:1,1's 1G;111°a:1,2. SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN WHEN IT IS IMPOSSIBLE TEE WGH PLUG 12"127 ER 4.35 18O PO 4 45 97 25 4 42 50 22 425 23',SECO E'KE ER RAZ DS BH HAIEL Br RIA=RBEB RTS 0`BEEP RTROISSsURRIBEL`WARE RD RT%RHNTENDE ST DP R0RRN TORBBRPRART I ITrBE01:B"BRE R TEE INSTALLATION OF VVATER MAIN AT 0 TYPICAL THRUST BLOCKS DETAIL THRUST BLOCKS NOTES C) CROSSING WITH SANITARY OR STORM SEWER C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS 0 C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS ii ,J,I:1,!;i2RP SAWCUT LINE 441SRPRIFEFeltI°,RE ii ADAPTOR FITTING IF RE.D INEFEEirr7.,‘R 1131in R a w'RR \TE 1LRI.Zu'I1ROPURR:E(S) 12" pyr, 1 IN _, riRBOROHI,,.BETTRRAL"'APR' FINISH GRADE-M,ERIAL VARIES I;Illi 4AZ RBEBO'r BEND BS7ER LRI''TBER.R3E) Ill IN TURF L, D TB Io:R"IL.FERTILIZE LI'.SEED AND"LSD _,mmmm,r __-, i ,."4:4171;12:‘P</770/A MO 1 IR rT‘FIFN/F°120%"F:NE;RRI7PAAI 1 I Fir':FT JM I BON.11111ffilll 11,111- NEIEWEER7°T7R7VETI:' 11#4V 1 I I I FA I.V-Rw 1;E iDiC'ERNAC2:;I OFRNisEEDRA;SES°RUUTERRUI ELDRRAEE'N`r,1 Fi DAE T'I LilER SR rUECUA L 1 rgikitti4,3* *° BBRREA:„'RBY NCBCBEiCNTACTPE TIT F,A-B2'LE T(SR,R E WERIXERPRE RRP70ZRR RD' 2 CITY PROPERTY PRIVATE PROPERTY Tlj S\l',RELLAIBIBAIBIOB IBIAORDE VTVPPARN 31/047.PlARRS<SIZBE,10, 1,,,, MIZE SUBBASE !MI IR SIEVE'UBE'BRAT."CHMHARTaR WITH 8'LI'S) 'R.A.PrRBREND 44igtt Vii„ PE'rRi''E r'NR E2'REEE'CDBI:T:RPBSRE FECRUIRTN0ERE"'RE 4"R RR I ti 44R:BABTAERRARL WI E RI 1(7, -,-R,-,KL,„,',33E,7'.1'N'BE M/37,,B-1.NILS:ST4REED-7,3,73 37 0`',77.4,B'VEAL RLITEIRE CHRWR itrif4%v, ... z vickitis.(ar&•MVA, RCVP E ROrA-BD DE ri IONIA PPR P IRNT B. 0 PPE SPRINGLINE Iiillitii111111110210(VASETTgELSURGRADE OR EXTRA FOUNDATION t Z g 0 .14E'R;'0,07TOBIBOC.'11,/A3,4X 2 E4 E24 PRESSURE TREATED STAKE B°T 4"C'D littfigt I :1 P rSEEBW ERB I B A E'ER A L Iliftla FLOW DPECTION 15 E L', S .i 1.‘4010r /NA 0 NIBE BEDDING,BEGNINED -•-.1 D uR I 13%lAl% LIJ-,,-L'. I- IC''—(jt/"'"'1-11 11 11111111 11 ''' UNDISTURBED SUBGRADE 2 BH-RMFTETEPRIZATIONT IN%PIARS5117'GBRI''SRI'E'VHE790-100%PASSING 1/22 SIEVE 0-15%PASSING 1/,SIEVE '11,111M11 111 lilt F'1'"2' 2112125'- '=11 1=111- 5,, ,4 45.OR 30'BED AS REQUIRED 12 1 SGIABDA7'01E‘IFSII'TBEBIERSIGIBEATilg3BITOPA:INDBETEIT1,11/N2EED SBBIBEE.NIRNIBEIERBB.A=SIORNB FlIEIIIEn‘IDBI10115Z.PASSING'SIERE SOLID CONCRETE BLOCK g FE 14 SECTION TYPICAL CLEAN OUT 'I!' g c„,,,,,g,n,TEro.„,z1,PlulL1,-1sARNE'7'sErgAls-FHPETEr:TED o'nwrl'J'NBSAIL,T4s1%TTocc'ADN,VocH7TN 2TBHIER 1PRUBL IC R -- 13B/YRE'IERIERE-BPARL 9,73-.R°9‘:IG\RHRTIRRIR CD SCALE:NTS i!I 11 =_DPIEr:rs,E`H,ELATFE5A°TdAs-FsEEXAEFs'iT,D,HAINL 1B°E r-FT s°ArmE\L";sER,HsEETra MEERs"11,1E r7ZINA177NTs 2-FFH'E'Zrrip-"E'c' Es wAy' 11:41 4'00 iIFEt RI PRPASAR:12°354-5-25%.%B'1:iE11111HTTT V 21 SANITARY SEWER CDSERVICE CONNECTIONS SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS CD 4 SUBBASE COURSE FOP PAVEMENT'CONFORM TO N Y S DOT STD 304 TYPE 2 TYPICAL PIPE TRENCH DETAIL C,OF SARATOGA SPRINGS STANDAFiD DETAIL SCALE:N.T.S. 4 P al i zL, 5 /7,r-FINTH G'I',D12SEg 2'HE BR. FOr1H'NITHGRTAHSESEPDAVAERMEEANSif Z 21 LY',' FINISHED GRADE i 12''HA RSPECIRFRI1g=TS (TEEPEZIN, iiliiili.raffiraili.ili.raniii.i.VANUAMi.AB......ANUANUAM. 2— ? ---_,Z1,11-KNKEE07BE: 'VerV Eiritf .1,4;10.001.40...011 .1.4.1.,A_23,:v1.40,n 0:01:111...1,41.7;EmcB, 4'MUELLER II5,1 L JOINT rA7RTEr°,1. SECTION'A' , ,I; EN'ADESC'RONP4 RIGHTA . 2 . ,M GLAND THRIRRATS RREER=D 111 :1,,wAEER,,,y1c, =I LU R NUT'HA"RTORHOURERITTO TEE BOLT tr-4,1... RECMORI=A'PIROENPSR) I RUBBER CASKET L/F •IM'j*IIIII-1-11 1 °' :„ ' TAVP1I-SGSLISES LLEFVEELH-3°4 PLANNING BOARD#20190467 SANITARY ' '3;:' F75,1r0 EFT,L2 C) TAPPING SLEEVE AND VALVE APP'ved'nder afy'rtihe°Pflo„ine:°1BL'Oia'rnd aot:dCi„of 17s1711'tDrPATIES' 41) TYPICAL JOINT DETAIL SCALE:NTS (pate) Saratoga SCrings. SCALE:NTS (CnairPere.n) (DADS Signed) Z2111.E."°'s D T—3 F.OPUFiTIREH HIS EN'TNET"'NEE'SERIES BROOM FINISH PERPENDICULAR TO WALK 1 THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF "I0V2DgXDITTSPF ILN,VMS.E.TO ITSERTRIES r:AFRI7TE:PLIFLFMARTIPSF'rENRATWN'rAAaHR AT"'rW'V''ES N"'A IFSAP'IDNE°HRH'TA HOT71 E(S[VD'VNIVNTHHEN E Er%22ALKATDSYRITEM CA:TrIPWICTT)ITRAZ 7RDAIE_P BINEI%D-„-„ "ARIPENT TC"OPURSE 'IONWE TODRESTE ITWDL .PECC.FTIjaPIEITOENSH SE"W'RETE FIE(HA IENNIT7EHIU 1 DTIH3EAAFfIE VEEANDTG i[jZEt 4clq:EPERTB;E:ASqBF DP VHPHR;7'LIN1:1 gS2EL'HBAEL LP Z VI D E H 111111 :IF ESP FNIRDS(OHYT PHCFSEE C''DPISODIFFH FINE:IGNAGR H 1-1"1 21 8-71 'FG128,1°N E3CEPT A 0.B E. itMe. 2 VIAVS'N'F.ENSDF"E NHAEATREFI7NIET:2TPAR'FEHRR132 ETU'RI ER.FERODHNEREI IiiE(.HZ'S'E STPCSER2GFIFi0F9FITT2R EMOT±IMMTIMTFIRITIK "2"""P' H SS%PPS"' EBHEAADBWW: 1' 3 12 "LI" .G1T4DARWUDTIHAPRVOGTBORAINCK°A°tY"4.' N.-(NTESET H2HOCCTEH 0'R EAAHPRiOVAEHDW 2 UAL TIN UA KNB THAGVLS' 2E ' 12" =ON 2.i.i.i.1 P.5Ra ERTM JSOHE AJLiZYAVEDOAT V2TOVOH2Gr3dP'I'FAIPCPATRIVSE ATLEINTGETDH II?,PSDINDN"01.T-22EF.OPRATCSLAKDr(ASPH AMEL3 Vg.S=DP-,DS HP"RPOAC"2 T° ,,,E0,0T,D'NFS2103(Ar3T'ASNDEPERHD EHNBEIE DB BE BBAcED IN 2_2..LIEDE wEFB BABE EBAD EEDwEEN, INSANUpTiltRIPAWYNO§6cfl TNIF(r5 DL H FL l TSP7RAliER'C'TEINON'TIPZE A'PENT"COERNHKE0'2FE 2 li"SNUFENHRT°P?L'TAASET I PI EE E R I S NOTES. TYPE 1 -TYPICAL PEDESTRIAN TRAFFIC LOADING I.i'01=EGrAK,A,LOTe(a>,ucrare\A'TEONonT,IN'T'IR4'p72\'%Z(07.INCIToZilsc.Kr4MFIEANCTN rdEA710(rEEcauDARREAPriAcvadEFN°TR,FIEAcRTIOrTeBE7NrgErrawCIMTIOKITN"OEHANDNI4NE AND 'PSNA FSNTFH.LOAKIES,ENE Nsi(,SEr HsSFF,FVF,"E,DNY03',TO HfRI HZ HP A ETHERT3 STSO SPHRAOLED DI"AFTREESS HW I TSHU R.F A C E 71iTAESIIII:LNOWPPET-TS PF INOG21 B74'2Wg"E P NFONO N'AC('M A W Mill" 7..:MN:RI NE El SEH- E:EE NC:IC:CI-RAE:TEC'W A IE K 3 ALL MATERIALS SHALL CONFORM TO NYSDOT,SECTION 400 AND SECTION 300 S.ELOLNCSRPHIPTIINE1'UORTEPPPTRTENDG ESOHUAHLLL)."N"'"1 THE PECHIKEMENT3 r°'A CLASS T 4 CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3 '3NAKtULSDTWNOT ALWCNEEDTH1'118ENGTH'THE WATH ;#7N '6 6."6'6/6WDRED\RIDE ME' 5.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. ArTARPHPXDVCITTFER=PBE"'NETTED 1"G\l".G\,..\\Wo,' E.I,EIESANLPH(EE IGE.NFNITHEIRAPIABREOH,PUSNHDBEBRDIVAIHNSS.T.:DTRTIICTAILPTGRZEDEN4EETCCE."N"'"1".THE"'PACT"SHALT SUBMIT pH'DNAWIN"T°THE ENGINEER INDICATING KR°P"ED"PPECTI' INNECEIWEKERWONLINEFTG BE 51 TEN.°P.ES"DEP' o5= / 5FS'NF:AA'NRSDNIEAFRVOCCORAP°A. TNHY"SpDF CONCRETE SPECIFICATIONS 6.CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:N.T.S. 'rs-IrM;IA0cNKaccf2 sAH-FALALHZEIc/,'71PolEDRABTEE'woEFEND OP5A-VrENTALWYSDES IP NTSNE THAN"H"NS HAS ELAPSED BETWEEN""E"ENT'SCHRSES TACK CGAT'EN USED SHALL PE APPLIED PEP TYPE 2-VEHICLE TRAFFIC LOADING(ACROSS DRIVEWAYS) 8.ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER THE CONTRACTOR SHALL PAY FOR ALL TESTING. 9.IENTHAPTETTHHEABINVE ACKOSUgLEL EELLEAVPSUETSVHEAELH IBDAVRNA'Sg F'ENNIISIIR(1194HENS4 PARPEiNGEAEETIO(WI"F"LITIL THOUPPSCEOUPRASVEEMPEANJINGALL SANIT""EWER ANS'HP"SEW'FRAME SETS ANN VAL'""E"HALL HE G".NERSWDTEXIGGSNIZTTEBEE FELWARCEVIrDTHNUGBLrERWCAHTTNSOFWIERHAN"ArTAHTEWPROSPREPRETql"IIEG.HT WE WAVS' 3:Mg=2r-F 2j,r-TNMNRowsi-IsELVITTategEn'i, 1°.'''-oleuF,IALLI-Z-FIS?,,NsoTrRF TrnBANIDAEL EALNEATTENLVAI±TIn coTA-10,1-VIANIAPL7CF°'THE"'HAG"'SHALT BE KESPaNSIBTE EW'THE'ST AND CWWHHIN""N"E THE TESTING ANN "T,KLF1103DHANVGEL L 9,TO:BrELLWEALPLEAC.PARnKIENRIL NWTINNdATLDERANL SLAAERDGERTTNZA3KELALCftPDASCSTETTIV'-TP,:cisFCEDSPERTLES THHPD Tia2020TPSInLECWOOSMHPBPNCATSION(Z NB p'0V5P,,"(TFATNKD..PDLHPHPSOEGTTNERTSRETLCS7C7DEAPSUSPHENDBAASERASCAHND t ZIPRODVEE'D'AIR LrETAGLOUTYNSCOMMTOBFERDUEBSITITEWHORBKVS.A PPSFESSIWNAL ENGINEER PLANS"HST HE '1'02 DItF.DARN7M7LVEN'THNESEWKDRHF,EBITEYCNFACAFFiN.riNANFSIVEILEIMTFEAFAHL7:"A2DEPASRDE°FilHL7TEGiKE..:.'ATVE(A'CTINOAISVPI"(rFPTS,N,EREE4EiNLDAHL71(FVEAAN(FLOY.""rA"°.2'""''EAT."P"(FS"12r'''"EB EG E"""IECDA I INNA FNI"T"E" 3:U/rRAA‘L2"NIZ HCLOADCSEIDRUSONDERHESOHAA'SKNn'TENDTEFWEEE G\ANITHITANINPAPC°E"E'E HP"'LP' 0 ASPHALT PAVEMENT DETAIL C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:N.T.S. C) CONCRETE SIDEVVALK DETAIL C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE NTS 5'MIN.CONCRETE SIDEWALK R.O.W.,/- t (AS TrSfATEPYS, ((<YKDErIWN"INT 6 6 4,, ,,4,,4",;4111:T(E21REDgACHEE!PALAL'EKPEE'fAEAIF EA' DETECTABLE TEXTURE •-•-• -•-•-• 5,8 . R..'...'1* %TV. (,.. l.k.L:7 =,1=, 111Z11 4 'T N"P"A0 NUIC"ONN EN 4,1111 .1111111111Vi "'.''41•11'kfr ** - 'TPER2PNEIHIAIDCSULL°APRE EAU. 11/1. ti IN '' ',I I I li I 1111—' ' '"Ill I I I I I I I I I I 11111b.,_11‘ -'-'1,11'1'..'4 .-/ —II -111111, ''::::::1 T'. '4 TURF'TYPE) PEDESTRIAN CURB RAMP AT STREET CORNER Z ' '' ''I I I 1 1'1 1'...''''.°:'::..,°,'14111Illbbb. 1 I'',1 I I '1 li I I I I I I I I I I 1 I I I i,. -''' *'*'''''. *'.•' '''*.*•...*•••'*".*••"•' CONCRETE SIDEWALK (c .. , D/,.;REVEAL 7,§ii, Z wAppED pRvEmENL \,___6' ...r _„DE,3 ' (M 4 DAENSIONING_ELAN ..IINDEEASrP.SC' " 1 il it 11,1iTFORITNa ZPZEtEutar eIKE ''''.! ' Ifig"' ct C) DROP CURB AT COMMERCIAL DRIVEVVAY DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS ESERiuils, 11'!''' 11 PEDESTRIAN CURB RAMP AT SIDEWAIK PFDRSTRIAN CURB RAMP AT GRASS STRIP CC E La NOTE: E:WWI/V.DERO.COM PHON OF ACCESSIBLE ARIASTI RC SIGNAGE H ., H (FE(EIMEB-T:IRS273EERWFAYHTLEONCGAFFINg,IN,TTHYEPENSOPF"DrTEN"OENSWWSH SgWrDENDCIPTErD.ST"ANDARD 4.EZA'CFND MpUNTPENRI'EALLATI°N AND REQUIRED 111.''.6' SC. SLOPED CURB 4 P TYPICAL PEDESTRIAN CURB RAMPS DETAIL BIKE RACK W CITY OF SARATOGA SPRINGS DETAIL SCALE:NTS CD' l.E:NTS D STANDARD Z L' 4. .T Z2. LY VgTigNOM"uTArnoDN V. 2E7 14„ ILDuEs.HAL,'„,<I4ANp-AvEtEir ,-' 1.7.E —,, ,,, 3- PE N. 'B7NFN PAAg-clro'w:-cFnlims--FzEAARTHI-FeEozA-FLo in- 2,'li ,A ._ ,, rE,2z2zEr0:41-LAD'ATF:NR211%E'D F'-A 1 H-IC '''-''''miN1 6... Ati, ,,,',,,v,n,YLP.RFEL,Tmiri`-JEmRPE,Ro, ---D"ENSI°NAL VIEW 'SPFROETR7TI\l/FAP.:IT'101131-SPLE'A"-ID) 1;‘,7,?.–T-1 1 Mill Mimi I :, l• .ENdEN,PEAAIELNIF0(RsETEZPNHEI-sT) '--wf.71.41 EFLI,i"TEL,PPRNEc'crAsPFD,,E,LAPI, —I.' _., SIDEWALK (ITER.A,S;PTECT(ITOSN22.. REATATPH LVAIAZIENSG ...C.I.TEINANTPNTECTINOSN'2.. SIDEWALK.._ 5"'" ." MIN' 1 1 RL 111111111111111111.111111111111 1 E.-;-' i '-• WEEMPS%WHE• ( RD1) PRECAST CONCRETE VVHEEL STOP ............." 1.1............. 1........ i . SCALE:NTS RAMP CROSS SECTION ',..21EFERRTFIA:NC:EPLAN) L.-A PLANNING BOARD#20190467 SECTION A-A MISCELLANEOUS SIDEWALK RAMP SCALE:NTS .0 CONCRETE RAMP HANDRAIL DETAIL SCALE:NTS 'fld""Z2'pficra,„Ztct:crd co'it:dcity of SITE DETAILS (De.) ...go sPrings. (1 OF 2) ("airPers°n) (Date Signed) FA'ilp'- roaFfiA'i IsHIPETT7 Clr-la laST NO WM , ':(BP4:ENi1FAr':,°sIEF,P,i701,i1FFDEE: EmETFEgs°' g PAIARINTG -11- - S0IICo 0:, i,'4 i'4.% °.- --...1,...•=y-x-..--... C O ---•: "Irti.:"..Fti i':.': .NO PARKNG ANYTIME'SIGN "°0°0°0°O.',°0 0.°0°0°0°0°0°0°0°0°0°O.',°0°0 0 '.............194.4W'-,-.1111111111111111111111111111111111111111111111110,111i 7PEEFoiEPREEFL, 40'9'0'191 12 0 140 502 433 coN,RETE„RB .Atterw-'D',:,OP„RB(FLUS„EVEAL, , 11,,,,,,,,,. - Willidli.I.9. GRAVEL COMPACTED TO 45'9'0'198 13D 12,526 462 DETE V117,11 EV:WR N I NC TRU NI'''AIDN G"'E ' -TP...,-:' ..4.44 '5%'FANDARD P1'.°C-F°P 50'9'0 204 12 0 11 7 528 470 1,11TO, ..2.-eiliV.:40.,,,,,t coNTINuous coNec,334E sE441NG 60'9'0'210 180 104 600 555 P33411111 FICA'N4I-GLADECITN"1"ED '-'. i'ifilt'. -'--",-.'*ALAS U.DE'C rF ICSAFTO NT NDETALTI NPT?E'M'er6E0:2M,NE417,7ZZFJEDcS,TAFITUBREED'ETTrZFEVICAESSMSAHNAj3FLAUZ71'END4E>,NGOTNHEINCC°N0CFREZRZTERIS0DNT 89'0:99:°0'21::,224:0::10:42 30'2- '''-' L /L PAI'ED W"'E 3\T'iSiE TATSUP.ROWiFFERTEDI EFTESDEAF:LEAF:LEFIITF,F,E7OREUFIAGMECOEMS0EntPLIC7EDIWIAIFFLODPEZC=BGTWIATFENdINnIELD MI A.-11,,, .•.,•'111fItt,41 ,,,,,,,E COMPACTED TO 90,, MIN hYpA111117177;1111;111;1111; 11 .TWO WA,TRAFFC CIRCULATION '4'') j ZA l'-ITDIrAPNDS'Y'RN4DBOL 4 N'FCEETRE'AF EiH AT'H'CDFU:TUNM'PlOER2'4=GSLUFRFLADCESHEA%ti V2E4.ONSZE FD1_741bAYNT°F'BA'L AND SHALL EXTEND ME F LILL A , A7 .. , .p.., . ...8,,,,,,o 1,A,, 8.,,,TN0..i ',T,,,,,FA,FAs,E,E,TiciEFi,FR,,,F0,s,E,F,RiclisB,,,,E,DFEEF2:1,,,,,IBEE,HETRREA,AEDRDEETDCHUFUBRBECOESNDETiEFF'S'ERFSFE°F 16'r lig , N'2700,v1,,,D,E0,ADN,,',,,,,,p1A,NN,;,A,B,P,,,,E4E„,t,'DpEEpvE,D,-„A2,,,,m.,1,E,A,,,,,D,$),,,,,NNT00:ADR:INRGEFEA:TE0,,T,AABLI-LE- L A 6 ',''Trl'_FR'AARJE'FONUN'ITET,I'"\r'AELSKSCHUArill;FANELEMNTIGAFInAaAIRT/ILTLn MWAAISNTAVIFTIRTNPlagFrEA4a&„„ll 0,R, :tiTENREDDE7CAETEEANNTEAkff'ADSiTF:HFEARDCFELR'TEEIE,ILPESIIS3NIT'FICAGUN22E40FIATDFCFBELGITGViiiTDEAC7C'ABaLE WARNING FIELDS !ER'R'AiniR'EFET:ER/A,FA:1_1A0153:S B-H 9A1-LS SB ET TEN„'TFAN 4%.STANDARD SPEC 609-3 06 MINIM 34 FG'NF'ASFA'L'ALIT:EEHIP4FI.1 ENFICTE liTE'RPEFFUEIARLEFIDIN Ai'A:AaFilpi:ErFil",Tri r7°F.8:'N"'"5""WA' (DID ETECTABLE TEXTURE WARNING DETAILS FTuliFigA:Er'H'F'EF:,,RIEI :,1;ITANRY s D'r SEC 714-' 0 TYPICAL PARKING SPACE LAYOUT CITY SATOGA SPRINGS STANDARD DAIL SCALE:NTS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS TYPE 2A CURB-PRECAST CITY RAET ED CONCRETE AT SIDEWALK DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS ,,,,,-,6 L2,-,:fL6-1 MUTCD NO: RI-ID 0 SLOPED TOP NO ALTERNATE NO i 'H. FY,;:sTDEllscrT"V,---, PARKING ziENG PA/ENG 2 3,---4 -- - 0 -0 ';AV7,1‘1 PG°EUDGA'R . -.'2.1 VA'IVITD°WBHTL l/I'PROPT PER BOLTS 111W TIFFENER 1'1-°''''.•':•i7,'''''.'>,\,'/./:'',:.'. :'•-'•.'':-:','''''0,_ 9' T 1 .,1‘, L , 2 MIN I(\L=.=.'/) UPT4T5,N5D1ARD ' •.-.4D..•''..•'....', ,.,,.3.,'•,'•:.'...-,. 1 T "sG,AELEvLAN2E,D, li , - - ,-,---„Av,,A,NT-.'.°-•i-i.,:..,-......:.. ..,.......-...-.:.. ..0 _ 1 _..-__,,•p 0 ST 'IZFIN704r)'13"A'1°N ',3L, rAVPAFFINICDEPT‘RiEr,STI('''FF7 , -\ '',' ''CEVAR'RqUG''V::N..1'' '-':'•":'.1'r.'...-.'',...-..-.: gitt,,I,..EttiE 1 ' L' 2 4' 7 "RDEIRN'EINSFOSITEABNHADARKED"" S.WALK • • ' ,,,-IE,3',‘I-E,C,2131Yce,"TE ,•,,*.-'•.:,......,,....,•.',....,,.,, ,-1,1M1*.:: 1 IF ' . '.'.•••..• * - - I I. z ' - ---IIIL - ti I Pk761,,E14PYI e"1AFFIC • E" •••• ' -" ' .' '* 7, . •''' • , *• 7 ,111-,,.19 m 7.-'7.n 111 DR°:,,,IFETpE,,,FF,:, n , - c) CROSS WALK STRIPING lc]; z II TElp-nr,GDIRAENdoourz-E-FLECT' l'..._d 11,ZIFYAgT=CINC "I r'HI U-7y1 0 Z g 0 U FFi3fiElg,Nro",8 0 DOUBLE DUMPSTER ENCLOSURE SCALE:NTS ILI L:' ' OCTET. -.. 2, Z ril >- 1 kLFATECr'rEqEAIVLCCOSNN'SALTNRDPUI3C-F411FG:TY7O'DSDSTANP'SDEDT/EiMIErED'SII'N'NAD-Ifri,'17'dEITZ°jNESC"D/'''''''N SID'AT1°NS FRFA RC FI'P'SLF%/TEMN'''E''TENARBE'''AD URVTAWGUT g E - 23'2A,iT:Orr,IEIN"ZD,,,NArgrsZ 32AA,r,2,N,An2NBEARmEAANuArNADc3mu°.VOW 3HMEICOHRTA„R„ED EQUAL AND SHALL NdEET NATURAL TAPER WEARING COURSE E i 111 4 FA?ERNITAEPOIU'TI,Rjr°1'7FFOLDME,FISENE7FOUF"PVABFW2'RIGHT°F WAY'ALL'''F WED AND AF'BP°VED''HE ...........ggifakrAti# BGINR:ERL CB°A US:S EC 0 U R S E PARKING&TRAFFIC CONTROL SIGNS CIN OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS // /7/77/77,t/ '°UtZall//k/a///*///M4&* SUB RASE.U.E BITUMINOUS PAVEMENT TERMINATION 13..6 . 4 P mil z L' 4. ANar°N WALL) Marini eW04,4; IFDg-rr4TAGN=Nig:13 =-kit....-,,,,WA:`,,,,;,,,,, FINISHED GRADE - al A-0\'''1‘,4tE\\B L 0 G K S F 0 p WAR D D u R.1 N c 6,16=1°' L'6" 3d61.,, IMION* 11=13SLA(FTIZTACL')ENGAGE SHEAR E',17 ,7 7ONSTUVG-110, I. - is.12# 41-DDLE B..< leFIFFIff imili:44,4, rpEE„AI.,BA„,„ 1 rA r'ilrE'T FINIS,GRADE ,515151 11...................." T.,. lommempol ....;br-A NHIENT)Ergz LE,,,, .... I ,\_1, EDE0PrA0AYBEn ...-.... .1 „,,, F ,. :fig' o : .41 Lf 6'MIN ITH Wial 0,3ED 30 ND LEVEL imit‘tAA 41 BOTTOM BLOCK 8 METAL BEAM GUIDERAIL SCALE:N.T.S. -I '-.*4.__.„*,-77d;l' .''''ESI-TACN°D'ARD PR'CT°R .-ak'W =1:11.,F'Z' PSEPREFCFRI'EgEDB`=NDEBEA4' PAVEMENT SAWCUT Afiriteettall 111 111 1111111111 B U P‘(D E P T H '3IX tiffritialtig* PAVEMENT TERMINATION 7„ll'INginlv11111711171TF, LEvELING pAD \*VVsi,,-*M4UJt',_,' s=rAr ..1 0 ,11 1,11,1,1,11,11, AND SAWCUT DETAIL SEL:LA,NNT'Ljg"TI so' ron'LX7.2P0TR° CD CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:N.T.S. lr,IIPPI÷UEFAV3R-FAAINNI'DNCSI4NA'Lti-BDEF=IFISEr3BLY BAF LICRE°NVDEEDDGBEYOTE'CIFI-INTA=NWEAELRI3 CAITETHE°FTOANL/IN rGlIGNNESERSMI3 RBEEVIrA7ITE;TAPWO,T;Al C::::DGEOSNGSNT'R,F=E1 FP PLANNING BOARD#20190467 TYPE 1 CURB-CAST-IN-PLACE/SLIP 0 FORM CONCRETE ATTURF DETAIL TYPICAL REDI-ROCK RETAINING WALL " (DR APPROVED EQUAL, A ""d "Irt'Itie°Pflara-miZto'rd adopted of Sara(tDoegnp.gs. MISCELLANEOUS SITE DETAILS (ChairPers.n) (Date sign.) Z2L.N°:sUicoLZ I D T-5 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS SCALE:NTS (2 OF 2) NOTES: \ CLCDS UNITS SIZED TO PROVIDE PRETREATMENT FOR 1007 OF THE WATER QUALITY VOLUME \ FINISHED GRADE ELEA. (MIN) = 324,00' ^YG S0. AT TOP OF STONE = 323.11' e ` TOP OF STORM TANKS = 322,61' / \ BOTTOM OF 18" STORM TANKS = 321.11' / / BOTTOM OF STONE = 320.61' OBSERVATION PORT (TYP.) I. 00 INV=321.11 / / / / \ LIMITS OF (TYP.) / / / BRENTWOOD NV=321.11 =13'( ei 4 oMu) / �"fD5' D ASM --NO 'eo.�p xo.E -n„imam 1 / , RooF LEER N1 o�n-1z, ,,mogxn�wn FFE= 325.49 .112 PROPOSED 3 -,STORY 6 -UNIT �s24 APARTMENT BUILDING 2,513t'S.F. FOOTPRINT NV=314.41 I MIN. / � � i �� I I eo.ma aE SI12 D -IN■� 12' HDPE PIPE TO BE OP00f CAPPED WITH 4.0” 2 L ORIFICE — 7Nv=3rr02— _ a - _ 8g'-12' xOPE 00.00R� gg'-12' xxPE 90.ggS� — �r— SAN SAN SA SAN SAN SAN SAN SIN SAN 1 SAN S S =123 �1M _ 44 NOTES: AN 324.44 LANE N o.-3r\� M1 o T- P,�;ma 8373.64 �W) - DENOTES CATCH BASINS To CONTAIN Inv In=313,62 (\ a"me0 DEEP SUMPS (4.0 MINIMUM SUMP) 313.61 (E) "'�; en �N, NN "" SUBSURFACE STORMWATER MANAGEMENT BASIN #2 1 0 10 20 40 80 SCALE: 1-20' CONTECN MAINTENANCE CARTRIDGE DECK ACCESS WALL A 27' HI-FLO CARTRIDGES FRAME AND COVER FL�w _ - 27' DRAINDOWN CONTRACTOR TO (DIAMETER VARIES) FRAME AND COVER SHOWN CARTRIDGE GROUT TO FINISHED (HATCH OPTION FLUSH GRADE WITH TOP OF STRUCTURE) A GRADE RINGS STEPS (AS RE 0'D) (LOCATION V MAY VARY) 62 MIN MAINTENANCE ACCESS WALL PLAN VIEW 3' 4" MIN. 12" HDPE PIPE TO BE GENERAL NOTES' CAPPED WITH 4.0 - 1. CO NTECH TO PROVIDE ALL MATERIALS UNLESS NOTED TIN T VED FACE 6.. MN 1 % ANGULAR Sy" ANGULAR STONE BACKFILL STONE SIDE IMPERMEABLE BACKFILL 18" THERMOPLASTIC STONE BACKFILL .�X LINER (SEE NOTE) a a ELEV= 321,11' o 6" MIN ST -18 MODULES BY \\\�\✓ /\i NON -WOVEN CEO -TEXTILE INDUSTRIES (OR EQUAL) FABRIC MIRAFI 160N STONEGLELVELINc\\\\i\\i\\i\\i�i\�', BED /' !i\i \\ i�\\\ \ \\\ �. UNDISTURBED SOIL i UNDICHUBBEI SOIL DETAIL "A" NOTE: MPERMEABLETHERMOPLASTIC LINER IS REQUIRED TO BE INSTALLED AROUND ENTIRE STORMTANK SYSTEM, BRENTWOOD® STORMTANK DETENTION 2 BASIN CROSS-SECTION DETAIL SCALE: NTS CONCRETE RING PORT KIT (DESIGNED BY OTHERS) BOX WITH LID RISER PIPE By OTHERS) BRENTWOOD FLEXIBLE OBSERVATION PORT COUPLING BRENTWOOD° STORMTANK 3 OBERVATION PORT DETAIL SCALE: NTS �I 0 36'� r 2To Sao �c®cWc c �_o �SJ j oD0\oo000 Aj, �o \oG\OOaoOXW G4o )®nom o—,R 000 ®'moo mood TOP ISOMETRIC VIEW LOW PROFILE FRAME, CONCRETE DIVIDED To w -I CRATE &ADJUSTMENT BE 4' THICK AND COURSE KEYED INTO PRE -CAST 1-4" r e r e CONCRETE MANHOLE ORIFICE - OTHERWISE. ELEV= 324.00 INV=321.02'2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH TOP/COVER •a o,4 o♦4D•a o,4 o♦ ENGINEERED SOLUTIONS REPRESENTATIVE. w Co to IHES,c ♦a o'a o♦xD♦a o'a o• 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN 5' ID FRONT SIDE ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION MIN. 1,,� 18" SIDE PANEL CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STORMTANK MODULE STRUCTURE MEETS REQUIREMENTS OF PROJECT. TOP OF CONCRETE DIVIDER PRECAST 13.0" DIAMETER 4. STRUCTURE SHALL MEET AASHTO HS -20 OR PER APPROVING RISER JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, ELEV=323.18(MIN-) ORIFICE IN 321,74' NOTES: �,m� 12' INLET PIPE ASSUMING EARTH COVER OF 0' TO 3', AND GROUNDWATER 0 CONTRACTOR TO USE CURRENT INSTALLATION STORMTANII MODULE INV- 321.02 ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. INSTRUCTIONS FOR PROPER ASSEMBLY AND INSTALLATION 'I ENGINEER OF RECORD TD CONFIRM ACTUAL GROUNDWATER PRACTICES AS PROVIDED BY THE MANUFACTURER. -D NAME HEIGHT CM/ICIN NOMINAL WEIGHT 12" OUTLET ELEVATION. CASTINGS SHALL MEET AASHTO 7306 LOAD RATING 13.0 DIAMETER ORIFICE 12" HDPE OUTLET PIPE B. SIDE PANELS REQUIRED AROUND THE PERIMETER OF THE RATIO FEE PIPE AND BE CAST WITH THE CONTECH LOGO. INV 32 OUTLET To BE INV=320.38' INSTALLATION ONLY, UNLESS OTHERWISE NOTED. INV -320,52' S. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO CAST OR CUT INTO IN BASE C. SIDE PANELS ARE TO BE CUT FROM A 36 PANEL AT THE ASTM C-478 AND PASHTO LOAD FACTOR DESIGN METHOD. CONCRETE DIVIDER SECTION - PRE -SCRIBED LOCATIONS ST -18 7g' 6.44 CF 95.6'6 22J lbs. A-3' 6. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS 12" OUTLET FROM SEPARATOR DIRECTED BY THE ENGINEER OF RECORD. 12" HDPE PIPE FROM JELLYFISH INTO OCS1, SKIRT CARTRIDGE ORALE G LERY INV=320.9, V=32038 BRENTWOOD® STORMTANK DECK INSTALLATION NOTES APRO SUB BASE, B1E"-SPE IFIPTOEsI N'CONSIDERATIONS ° D �SI.oN MODULE DETAIL SHALL BE SPECIFIED BY ENGINEER OF RECORD. SEAL PENETRATIONS rte+ WITH NON -SHRINK OUTLET CONCRETE DIVIDER U SCALE: NTS B. CONTRACTOR A PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING NV=320.38' 4 D e AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE (LIFTING GROUT OR FLEXIBLE 12' HDPE @ CLUTCHES PROVIDED) BOOT CONNECTION 0507 C, CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING (TYP') 6" #1 CRUSHED STONE THE JOINTS, LINE ENTRY AND EXIT POINTS (NON -SHRINK GROUT \\o � o� ��4�Ao 4�OA\ 4.Ao 4.OAo °\) WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) `6 0 `S Cn4`6Cn� `6 D, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT ANTI -SEEP COLIR ELEVATION A -A CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 6' #1 CRUSHED STONE E CARTRIDGE INSTALLATION, By CONTECH, SHALL OCCUR ONLY NOTE' AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS JELLYFISH JF4 BY CONTECH, WITH 27' CARTRIDGES CLEAN AND FREE OF DEBRIS, CONTACT CONTECH TO PLANNING BOARD # 20190467 TREATMENT CAPACITY= 0.23 CFS COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION AT SUBSURFACE STORMWATER MANAGEMENT ONE YEAR DESIGN STORM = 0.22 CFS (866) 740-3318. Approved under authority of a resolution adopted 4 JELLYFISH JF4-1-1 FILTER DETAIL 5 SYSTEM OUTLET STRUCTURE [OCS2] (Date) by the Planning Board of the City of SCALE: N.T.S. SCALE: N.T.S. Saratoga Springs. (Chairperson) (Date Signed) AN SAN STATION LANE — — — — — — — — — — — — — — — — — — -- — — — CONSERVATION AREA PLAN CONSTRUCTION z ACTIVITY 'MTP ovr CONSERVATION �P gun AREA I IF1 11 PERSPECTIVE VIEW GENERN NOTES SECTION 1) CONSERVATION AREA MANAGEMENT PROUCTON FENCNG TO BE INST—ED PRIOR TO GRADING AND THE INSTALLATION OF EROSION AND CONTROL SEDIMENT CONTROL MEASURES. 2) ALL PROTECTION PENDING IS TO REMAIN IN PUCE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE TEMPORARY CONSERVATION AREA PROTECTION CONSTRUCTION FENCING SCALE: NTS PLANNING BOARD # 20190467 Approved under authority of a resolution adopted by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) LEGEND 40'� T?� SIJ -40 - SINGLE UNIT TRUCK I c Q 1 m 1 m O O O O U U W W O O 1 \ 1 \ 1 \ 1 \ VEHICULAR OUTER BODY LIMITS (TYP.) O VEHICULAR WHEELPATH (TYP.) O o sNc O U Cc 7 L� N - - - - cr. = 3z87z PROPOSED 3 -STORY 11 -UNIT FFE- 328,72 PROPOSED 3 -STORY 11 -UNIT 0 , APARTMENT BUILDING = 329 25 PROPOSED 3 -STORY 12 -UNIT APARTMENT BUILDING = 329.25 (7PROPOSED 3 -STORY 12 -UNIT 4,217± S.F. FOOTPRINT APARTMENT BUILDING 4,217± S.F. FOOTPRINT APARTMENT BUILDING 4,437 S.F. FOOTPRINT BUILDING SEPARATION LINE 4.437 S.F. FOOTPRINT — — — —BUILDING SEPARATION LINE Q Z PARKING STALLS REQUIRED) (18 PARKING STALLS REQUIRED) 1 - cc 1 1 Z ® °77 i ° �- �- W ® ® a 0 Curb F S TA TION STA TION If n ' i RMAIN Z ° aN o — . w y>n W JZ�n JZ F ENTERING EXITING JZ w VEHICULAR ACCESS PLAN 0 10 20 40 80 SCALE: 1"=20' PLANNING BOARD # 20190467 VEHICULAR Approved under authority of a resolution adopted ACCESS PLAN by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) PROJ. N0: 780.00 VP -1 SCALE: AS SHOWN DATE: 05/07/2019 SHEET 18 OF 18