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HomeMy WebLinkAbout20190767 Station Lane Apts 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 S.r1711'11RIETSGAPITTAS77C-NZIL'eP2NO.RTg fl'ENTSRFAARTTDROFSHE')<ICLAVNAVIOIEVY.DIG SA"N'(1-"D-S"-"")"R"RIFICATIGN DR T"I-"A"N"LIND"GRDDND 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 : ,0 LT-1 UGHTING PLAN DT-1 EROSION&SEDIMENT CONTROL DETAI. 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. . ,...„,,.. 15 16 17 BDTT--'8 :-TrBORZ7A-TFEERR rANNTGEE'M'EENNTT BCOS,IIIIRVETA1'110-1S,I(A2RADED2E)TAILS 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. SI.STATISTICS: 14.THE CONTRACTOR SHALL VERIFY A_L DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 15.FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. -.' i l''''''^'..-^^ ZONING-T-5 TRANSECT ZONE 5 NEIGHBORHOOD ZONE 16.PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION,AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. PARCEL AREA-8.42±AC 17.ITA‘ElrIA12-DECTIN2lPgDIGINNISATOITLENEIIGNNFIH'glY Of TAZATHOGITA NSI,TRIZSTETQEUEZ0117"'RD'MATERIAL HAULING'FIRE"UTE'''.ERDSI""NT'''.ET' ' ' MINIMUM BUILDING SETBACKS-IFFRTSiFBE<CKK:DO2' ,. .,..._. -M.F.......!-,it: PROPOSED BUILDING SETBACKS-0 FT FRONT SETBACK „v„..,... 1 1 B.Elliii-ENWTERIFI'SNESLEI'N'k4LAIANCFON?FikBEICATEIEv:INTAFI'l liFIFINI.3 FOEDRIT<IiFArENAIPLAI:FTBSENTOCEBINASPECICfRENONCEAELOFSAPNURDINNIriFeiAFC'TICAG!NDTREUL kilDIIEVII'ICEIF""T°F ''''' ' '.'i 152.17742rE.:R 7E1SIISD,E,CFETBACK 2°.TOFU'TS IT TORFA VER RSI IG11,11'IL07-Vr PCT SAIL AC n 1,,F2I'VATTEM=I'r"RK EASEMENTS THAT MAY"REDMIRED FDR E"CAVA"N AND ASS"'"D'URBAN" ,,,,,,,_,..----- ...., ' %,L. 21.ALL WATERMAIN MATERIA.SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPUCABLE AWN,STANDARDS. (1)4'517.;'±R'S'EF P'EIRRINFF-L°0A7RARTNENT"'DING et 22.\ACE''IFT.IBIE:s1 SiUNTIREitiFTAENlinFEil'kiFig11,1 DFASIC'NEoERDITEHEll'IlkTFATBANiFAAIFARii-FORTATENiTCSIRENIFE:IFRIT,EFAFNT2i-7TF-\''''O'f!NCAI-NE5DI'll'I'CI:TDII'l;IC'S , , .,,,j ' .... 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% 25.'AII:ILD EtOLOli-&NAATNOIEIVEOnEPRIKIDIISIEGDAIEVLDEVIOTITEXVONBECFGTHTAITLEDMTADIEF7A1!ZDNDT'IZDCIR.,1GrATCGrONTOF GITETXCLIGMRAIVRIALLE BE RESPDNSIBLE EGR THE'DST SITE LOCATION MAP 2E.TAI1_IE 2112IFT:CAFIVS1SONFMIOYNANAENDIEEFSASIIrREPLEVIGT7FigMTLPERgENCTTRAYCHIEORIGRAECTCKEITI?.1-F1,EFISRTILIIINGE=IAIY_SBEr"PEEI2NRTZT TSFIEN-01BIUggFi'NXLE FDR SITE C'VERAGE STATISTICS-I'lRjAIVEDIIDINS/PAZIE:=RGA3E317=,37:'714'17Fi.i3;1') 1 InGCEHSESSARETCWITSH4LIT_HIL Ra'SITTIZIWTAOY PHREIrOILINEtEOMRENETSERENI,LCDOIISINg,D LINTIEI-T,'OLP/a/EAT lal\TORN2:LAWNS'MAIL""ES.FENCE'SIGNS'DRIVEWAYS' 0 500 7000 2000 4000 27.ALL DISThRBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. 28.THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOF2 THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. APPLICANT&PROPERTY OWNER: 29.THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES. 30.WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18.MINIMUM VERTICALLY. 'FEHic7Lil.'i-NiCoN.,DRIVE CITY OF SARATOGA SPRINGS PLAN NOTES: .1.. a t„.,P,corEi,r°,,getiNfiE,,TriikiiiiiEEy,,,,;iirvii-sA,,i-ALLLLFi'TiRTii-siTpir,'0ENPaEri,,,s7,F,°,F,,,iTuRF:ro,F°DiDs7,Ers,F,uoTii!oF,DLirnii,,FR,E,Nni-,4BEE-DpRERTI,FE'DiEDT0 PLANNING BOARD#XX.XXX ACCESSIBLE ROUTE NOTES: 000000000 isi-RALITR'iTDEE:AeS<Ess.sIABN't AriEc T-',',;,ItspB.ERTPA-72,',',',DTcATHI'T'HIE/SZESTID3IMEA121ELDZEORPArZnYSTIVSENRID/EACCESSIBLE PASSENGER LDADING ZDNE.PUB' A"""d L'"" Co°PflOralrliE117°IBL'Ct:0°End°O'It:CICity Of '00SGNNEAT20 TRNTEDSRENrAjTfVrETF 0EAA000:00s0TRREue0T000,RNEEDE.70c000rci, Friz g:TIEREURCTMDFI'NaCTIYONCSDITTRHECTRDENSLPOCNISNIF111_7(4eTO'FNTITESPAEPPTI=T%E\'/a0PER. rz21 (Date) ILI g Z 3.WALKING SURFACES SHALL HA.A MAXIMUM RUNNING SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE 00 0000. 0000000000000. (Chairperson) (Date Signed) 0 0000 0000 00000 000000 0000 0000 000000000000000 00000 00000 00000 0000000000000000000000000 OC 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. glagGCHRATSIM PFRE=17ArYACWC10-1,DBAIElg SIVIITIDI ITIFNITEILRtIlZhEENIIrOFHITHEBgTNY CEIGIGIIPNLEUD IN ACCDRDANCE WITH THE APPRDVED PLANS'AND AN"AS-BGI' .' . 6.FLOOR SURFACES SHALL BE STAB.,FIRM AND SLIP RESISTANT. 4 P !'''''"'7°AN(4'c'EN"litEilTFil'i uRi'A<I'clii",1:"N%D DTLEHEGEARviN'EFF7iii7j,,DA'yNgci,:'R'iIT-ii:LIciii-"I"Nsc°,`,1EIANN2,:ii°H00 ifuEELITNA"E'rEND\H:2DIT"fichEILiAuRr\N"iTuHisx`THEyAil'ioiE PARKING SPACE NOTES: z L, a. 7DiT:NIAGI-sacTEI(6 '(:TNiii-Esil3FAsET''AL,L46:Fc!FT„FT;sApsAAFAFEED'TAEFicr-nic'ciuiF.°)R7,vc(hi2iliENT,si-,„,'-- CUR.RAMP NCITES: iiEiEsps,saiZENIPTIIIKIEDsEsPAA:vEA:NclaiiiiksTAAETAiNEFil,:i_lE1)-sp,I NEE911:7'nA00ESTI-sEAscsElliEliiiFFIFFII 1:EiElk_ED.ciiEsE'ArniiRCTA:sriTIERLEE. 21 2 '''',j a 1.THE MAXIMUM FEUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. rITIVDIPACVSTI-CIT aE2F(1,1WSTI-IrEPAITINGDIAECNET OrUCtEURAII;IA_P<ING SPACE DR ACCESS AISLES'MEASUREMENTS S"ALL BE PERMITTED TD INCLUDE THE I-,3 'a N,'-.1 14AT°InDir°°°nT V,:aseATMTLA0ReEAL'i'-RA;,°F.TEAVAEgig:E R'uTE s'i&L C'N'LY"TH THE FAIR HCBS"G ACCESSIBILITY"ID'NES'THE NEW"RK iTA,GEEI,EILIRIETIAIII.P0%.7r1EArirgITTITJZZES'N,E:TRTrNSSTDIglIfEAT ICNUNREBDIaE,I;SAtAWEAILIIT<ST,DGITJMISDRABNDRASMTIPREgtHAIGIY_a,- 3.PARKIN.ACCESS AISLES SHALL RE PART OF AN ACCESSIBLE ROUTE TO THE ROIL..OR FACILE,ENTRANCE AND SHALL COMPLY WITH PROVISIONS F°R II5 i• (nLi;kIJ'[',,,, 11.DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIB.BUILDING ENTRANCES. 1,22WABIBLLEE ITIGIGATIELEMARCaDSSBRLDESSIZTE SIVIAL-LPZSPIE721'1:11ZDP'212117g VrEirlICALCE2ESSIBLE RDLIT"GST CRDSS VE"ICGLAR T"IC LANE'WHERE PDS'''.IT IS in 1,,, '11-g_, ZE ill11,, FtisHFE,E5F:NE-11_,-G-4-1E,N_,LAEL-,r_scso',-,,,Ity t-TH.ThieT,trRED,ixs4N.i zz:',1-,5,-,rcuur„E,EnNg!TEHVEENILITI_DI'NrGACDORDVNOTENEVY-01211rSTIATE,LAIIITEZP'UNCAABNLE LOC, LL BE BBB.B EBALL BE EB,B,,,_B,3B, 4.TW°.ACCESSIBLE PARKING SPACES MAY SHARE A C°MMGN ACCESS AISLE. ,E 'LEAFDLIAIENNSDGI'NATFMTFEALTALIVED11%EALRANilDNiTDSTFILTEHPLAir'AvI%L'S3IIiIkMNFiElIEEiLiliSALNc.E:kS1°NETFAITNYECIDIEDCIT'NAI01,7..EXCLUDING FLARED SID" 5.'CESS AISLES SMALL EXTEND THE RILL LENGTH C'E THE PARKING SPACE THEY SERVE. 4','f: RAMP NOTES. 6.ACCESS AIS.S SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. =I LU' 1.ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE CONSIDERED A RAMP. 154ANEDRAAlgROBR RGAUMAPJAILLDSCAITTEDSHATRI-EAVPEEDFE=IDMELS7 WALK ACR"S THE RAMP'DR W"ERE IT IS NDT PRDT"TED BY ARAGACNEMDAIVLAI7PLIAKIIINGITPA2VERIWAFEIICTHHESHVAELFLIIT-ItAt AWCfESVIESG_SESAIIGOTLIAI6N 71E1EPITAMSSTETIgEITSBDEE POLFAT-IDE DPNARKZGERSPSANSDF THE PARKING SPACE E"CEPT 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 SH,L NOT EXCEED 10.0%. LATLE at ILtTEhOI GlrETWEEITTEHREIDUIAXILSRGN SHALL BE FDRTY-EIG"T(48)INCHES.W"ERE HANDRAILS ARE PRDVIDED DN ThE RAMP RUN'THE CLEAR WIDTH 7.tCFLFI,RCAB,Rik:1,1'117 li,Eili;iGNEgFiREESDFLOSAliDEPDSAR:,<F,NEGARCBCERSASMPAILSETLIEUERIEBSLATATIE,IARKSEDD TgOrSYSIINEL THATBPEREWNHEgIT_LYNTCONVTE;111,11L3IIIHIN LEVEL'THE P'KING SP'ES THEY SERVE'CHANGES IN LEVEL'E 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.IDRDAIMI,S1%KirEC'HkTANLGEEASIIDIRAESCTIWCIEBAETWYEEIN WRILD2TAnEN'DRIIIVIIG'StAZHTADVETHAECI-LAENAIIDRINLTDIINEG LONFITITN=:-121-%1 ETV.1-11,TBYE(g10))TYINHGE)S INMTNNIMSUML.DNG r!iiiNisplBNGRATNIPESFr-1,11TifE0t l'HINITRYATAIE.GHRREgTONCDHETPPARBPEEURGni IVAIIII_IS'AICI2MI:110:TSG FOITRHP'ZIM2EIN,17,4EZN,AND .1,111,,N,,_EiTtlIG,ITcSAI,:?Agril'IvEE:SNVEMEALs'BI,'Di,,IFiN,,7RS,SiNIAGSLLI-EsSil?„AcFrIlECEULATP4-tTAIE:EIgNE'ARIT '''1'11-1-ITT;IS'IVrvilIRI':IINVIBTDIILERCSLECAFBAI-CEEARCAENCES 110TIrSPIDErCSOaTLYINIRWSIHGrAElliTEHR0211VNG SZCEglIBNItlYESGLZEIINESTIfIGIETIIIrgIGIECCTODDNEI grE'N'TEE:1TITIN l'INTYAITITDWPI'LgBNL2"12CZAIL,I,WSHArF2=:IOSNSDN 1,,,,,ES,F,,,,,pCURB RAMPS SHALL BE DEEP GROOVED."1/2 INCH WIDE BY 1A INCH DEEP.ONE(1)INCH CENTERS 7.FLOOR SURFACES OF R . litES'iA:JIkR:OrRE011-iLAcERNI'AlUPEAEIM;i'LG-11FE:'IEEEDFWEIC(NiEINDFSilAYEIFT'ErBiR\kFEERAN_ESAIAL-SYNEFEE7BEFEiI:i2 COVER SHEET 11.WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. ILGEUDLGATICRNRSGTELTAIGt BEDNPERYZGEDTI-,11 REZHTIgINCGF AlACMEFSSIZIVITJANGDIDgININO6HTHSEDPGOTIIN/I,DNgIENGNSEW YDRR STATE'AND APPLICADLE'GAL LAWS' 197.SRWEEDDDETDO,GFELF,PA'RjHfulED,RigZIEIIDITINPAIREARAWPHELRAENDIgRSMTHIEAVV%1TCSUBLJEEVNTCOESLORCKTGREADREBYAOJIIEENBTLI-gINAGRCAIDL'ELZIDNNEGN,IZIIjINSGT41HZtETIZED 1.,:.WcHu:ERPARNDpVITD:D;DARN:NI:A:I:TSAR:7E1-R BpELALN"AY"DRSTREA"F SGRB RAI'S AND NDT IN THE RAMP AREA. „„EiFINRGARKINO IS PROVIDER WITHIN OR BENEATH A ROILOING,ACCESSIBLE PARKING SH,T ATSO.PROVIDED WITHIN OR BENEATH PS'EaLLE:M.'S 7S1COLZ I CO V-1 I.E1,,EEERENCE: k),s, MAP 1,FAERENCE: ROL/7., NoT.: 'ia,sc,u,,,allzrzr,,N7rxzgrwr„,4%%-s=sT.,,,,,:c°4 , ,,,,,,,,`,• , •,;,,• ° 4'1 I'Ong•,•.;,,,,,,Yagag Ls,N4,142g,'"......r.".w.r. ,ELEVATION OAT,.IS BASE.UPON NOVO 29. t / A 4, ,• , • -• to, v.. Area=8.43±Acres I % \ % I % N th 't. / \ , ----, 4, Instrument Na.2015025499 // t i / '\ / '\ , / / 1 1 '/ ' I I SO \ I X 1 I 1 i &"' •3,3 \,, , / ---7,_- '1 i''''' 1 "'•ic:In'e' " • ,,,, I \\\\ X 'I 1 71,4*#__, ..__. -''' --- ' ---- ,,,--------,---- / ' .„0., --• /----) -_____, •':..,_,---.,22____ , , V,-; SURVEY , ..• --'''''..-----",----,_- --.•-•.----:- --- , , ,....... (NS LANDS OF RICHARD W. ASKEW Gilbert VanGuilder Land Surveyor, PLLC MI ::.I---.,?4-1 ..3. --',I-_ -_-------: --1:-- -,•,-________ ''' ''s'''IT-7---,1 T-_•:',,s,.,,,-,--___ 988 Route 146,Clifton Park,New York 12065 acy,FRFAr=f,`AM WIT,' DEED REFERENCE: : Dl'IRJRNTRYANCIRRIR<DS RODF'HIACREDAWS.IIAZ2MDRNTDIEFEDD 2DRA-1%1=1-.'R'2"7 AND PE""ED IN"El"PARD" t\ 44 \ AP RE 'L',4,DF11R.,1EMRDEENLNTLCITAEN MA RE 2 CL LuEzs;mno.R,z,B.Talaff v‘igm,',,rsE,R,TIALB:DmzEID,,9,TEAr.AtGiA-,36,v \FillEFIGE„MAP NO.B-113. 3.aDAarFIE.laiTO,CaEFF.:RF-B[rc07,')LPAB,EDAFFRINERB`D",T,CFMDELDWANCR/EIXSTATAENS'A'N'DDBITDPr1HYE NOTES C, ID \ % 1'RT Z DFDEPI,OEIZT',AANSD=BRE'ESDU X DERCTTRO-RN'BIA-REEVNEEREIRST°A-E,E1A11IN-r0H"FADCARFSE TANREDHF Pf LILL E A N D"R \ \ \ 2.NO ATTEMPT WAS MADE TO SHOW UNDERGROUND IMPROVEMENTS IN THE PREPARATION OF THIS SURVEY. R.'D/11BDHES"OUENDAHRERSDUURRVEEYROPrZIRN"AL"VVIEOPRKURARriC71ZR.'"ED DEAL APE GENUINE"UE AND"PPE" I •.H.„„ % I 1 \\ 1 A 4.EEFrjIF2g1H:ifi%6EinDOS(3:71'i .""'"SEI-"L'"1-ERR I \ \ \' s 'EDREVARVEIT VOTIDEAHAVIDRO=FTIA7N.C\NTERD/RA'TI7OND.'ED"T"ER'R'DR""T"E NEW"'"ATE I \ \ \ 7.ELEVATION DATUM IS BASED UPON NGVD 29. I \ \ % 3--- "" % \ \ I \ \ \ \ \ I \ \ \ , % ........,._____ ..---• \ \ DR,R341:-7W)4 7 S WeteieF3R13°3'01-2,15-9 \ \ ..... .... \ / , ,.___...__ ...........'."... % ----------- _ ''''' - I 1 N---- - - , •...,,, 1 \ \ / 1 ,, _____ _, N. .• , -- / 1 . 4 , . 1 / / / • . • • / i •. • 1 / / ,.._ • ,' ' 7--\ •_ \ - / • / ,. ..., • ./ ' \ • ‘ \ \ • % 41 lig ItSnt 5? CC / — ____ — \ / 1 -..... z / /,,, \ • • /I , / / — , \ \ \ Iii bti /1 \ / / / , \ 121 / I . , , , \ • ''''','/:' / I 1 ) / , 1,1„.A,P•°,e3' El z 1 ) ( / , 1 1 ( , / z \ \\ - \ i , \ \ \ If ! , \ / - I I } \ \. a. / / , } / ,..... ,--•**-- .r g'a"E'%TARNEDEVIL \I\ Ar,-xgwrEor,,,,g,A. ,iis-',-EiEe-ALEGNF°11°' —"— i CILITY ,, __X . __ 'V--'-..--.•-.1--,,e„,. .,.,„0.9 (--- zE,( trillnillill ------ -------- --'!'31011111161-- -- --- - ---- '--'- -- ----------'. .-- ''''' Di$POVIONFG AT:VEENfErWAn FSEN, 4 SANITAna/IFCTCrSETR,SE7"AN.I 1 0 STATION LANE VZ7Vg.,i II \ EZIFIg201-1,T,,Ei_igtiVg° , ' _ —AP"',Vgic;Z-1";°rTAIrg, ———--------------------------——————'-----dr--;:-.-— ------- . -----——---17--1—".- 7---1-'7'----.2 ''''-'-'•' ......1 voggar \ 32S- ...1.316•8 - R"°VAL F"Ulgaggg EXISTING CONDITIONS S.DEMOLITION PLAN PLANNING BOARD#XX.XXX EXISTING APP'ved und'afrt%'91Pf21„iro7IBLOia'rnd ajt:dCi„of DePliillgirlsISPAN 0 1 5 30 60 ("air Per e°n) (D ate Signed) FAI,Ds 1 aFfi'l I sHP 701 17 0 APPROXIMATE LOCATION AND + DIRECTION OF SIGN TRAFFIC CONTROL DEVICE SCHEDULE N0. PLAN DESCRIPTION QNTY. 1 "VAN ACCESSIBLE"HANDICAP RESERVED 2 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 �.\ , NOTE: ds T1/F Of CONSERVATION AREA LIMIOS PLETE L 1 \ Ad1 Reclty Ir-- I \ '\ ` -oat i2�z or Dseos Ae Paye ie1 1 \ \ \ 1 \ \ \ , CONSERVATION AREA.SEE /\ \ • SHEET DT-8 FOR COMPLETE \— _ / •� CONSERVATION AREA LIMITS. \ — \ \1 1 \. • \ B.43f 4cre� ` 1 AYOO= DE..A=t=5-47 • _�d.s N/r Uf 1 1 — _ \ ate E. , 11,5{�OGt�201TL25459 \ Limits ` J��trument I / / / /1' — N Illz:rtic,�. • `-- , / � \ NStationLanAszooeo39ss4LLC 1 / / / 1I�,1„�meo�No 10 / / /\ / / / // _— • 1 \ , / \ ,, / / I N., o, - \ \\ / i /,. --..... .... ..., , ' \ .1 le- ,. /I \\ PROPOSED TREEUNE MP.) �" / \ I \PROPOSED DU PS1ER(ITP.) ' . J PROPOSED RETAINING WALL(TYP.) 1 \ ` 1 1 / 1 \ Lands n'/F Of r F li /BUILDING yOUNTED WALL © \'\ / PROPOSED GUIDERAIL(TYP.) I 1 J im \ , ��,-ies Pa 390 z Q / 0 ge W y Z PACK(TYP.) p_4 p=4 CIVIC SPACE AREA 1 a„148 R=4' ft=5 PROPOSED CROSSWALK MP.) \ D(De's A E QCONCRETE CURBING MP.) � I �PR�OSED(EDGE pF ROOF(TYP.) _ 9'I� R=q' _- PROPOSED CONCRETE WHEEL STOP 1WITHI:1:1 SPACE AREA / - ` C p=q )ilik / 1 \`� W H OPRO�OSED BIKE RACKS MP.) Iri I� PROPOSED 3-STORY 11-UNIT ,_ -J , APARTMEM BUILDING 105 / PROPOSED-STORY 12-UNIT L _ \ , Qy / APARTMENT BUILDING I 4.2173 S.F.FOOTPRINT v I` 4,437.F.FOOTPRINT - .F r 22' euauicc SEPuurion uHE -- - PROPOSED 3 S ORY 6-UNIT / \ 17 XISTING TREELINE(TYR) L 116'- I 12 APARTMEKIT BUILDING �. iC (18 PARKING STALLS REQUIRED) 116 I 12 2,5133 S.F.FOOTPRINT / / I\ O= z iu R7SED STREETS 4E) g®i BB / I _ \ ` UGHPNG(TYP.) _I 1.1 �-- —_y -� —--.�� _ �I!1 il� �/. .�/ •I/ —. ,s 2 �'Fad \ �/ ��� � 3 — l PROPOSED RAMP WITH \ — J/ ` HANDRAIL.REFER TO DETAIL 3„ I 1151. L'_1:11 \ 3sa • t ( • 8 ON SHEET DT-4. {$ - - i -SAN S SANS\\ Sdt� N SAN R 5 p 5 _ - -• I 30' R=5 saN 5- Uw ft sa p=5 R=5 SCONCRETE APRON(TYP.) cRnt TRN san SAN saN N SRN ® TRN SAN-5 I��N RN sRN SRN GRN RN saN saN s N sRN SAN -I.' REFER TO DETAIL 4 ON STATION LANE ^^E SQ STATUE/SCULPTURE/ART = PROPOSED GUIDERPIL AT S c�.o SHEET D-4. /7/ /V L/'1/V L -1-- CTY ION — ALONG STATION LANE E C I A WI NEW SIDEWALK EDGE W W' . � p - W.e -32< -�� dTIIEDBOClKseR-2OoS-W-+Ewe'eBTo 32, \ ,i— '_•__................_---_ e x 18'HEIGHT SPACED 12"APART Meoe 36eo"a_iso PER MUTCD SECPON 38.15 ,"a""In &MATERIALS PLAN PLANNING BOARD#xx.xxx LAYOUT 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. SOAI F:1"=30' (Chairperson) (Date Signed) PROD.N0:780.00 I LM—1 SCALE:AS SHOWN DATE:05/07/2019 SHEET 4 OF 17 LEGEND I\ DCISDNG FEATURES LIGHT PO. YARD HYDR PROPOSED FEATURES WATER LINE -W- CAZ,1440PIN I.' I \ I \ \ \,. \ '. \ SANITARY GLEAN-OUT 111. ' STORM WATER LINE - -- PROPER,LINE ROOF LEADER '\ WING CURB , I \\ \ \ STANDARD CURB ---__,_ N12711F,A iiii-SFS:0:,IF 68'Sp"R S3)5R 4r;t:,•=4"Tor... I I' \ \ -- • , \ - • 3)i2iNosRERZAT'A°N",,'713r124VAttEDSErTBZENSBTP-U5OR FENCING \ 11---- \ \ EERRSIrNiEE,ACNSE 'ENITEisit:FGESBAjlITIZVAN717INETOCITEXCI 50 \111 \ S S /- \ ----\ \ \ \ • ---- \ "(C54ZZ'P4' i \ - --- --- \ \ \ \ / , ) I / ---/` / . - - - , :r __,-, _. 7 \ 02. } / / / 7 7/, , - - 7 - , t \ 1 / / / 77 4 • 1 , • , / / / / , \ It / / / / / 7 / / \ \ \ ./ ", • / / / / \ • Z g 0 / I , ...... ........ / \ , \ 5? CC / ----- / / \ \ '1 12- - — ' — , \ \ I=ECNT 17,ArNNVE'- ,LtiMg / /71 /N , • / . / \ . 1 4,,,,- ,, iniesitzue -.A../I.-- / 777 / /' \ - \ - 1 I 'a . z /I Immo, ---...,,,,,,,,:= ./ \ \ - , ,' //i< , \ /1 , - ... 8, -.132= ',D \ ,tuAi=cN-Er2r4TE , /./ -,, \ \ \ rn i r .1111_111PP'""L 4-='2 -, i \ . • ,,,ao, „, zii .:, ..., i....1 / i 1,....,..,9 . "... ,RooF LEADER,) 11.1MENZ=M 0 = .,, ,, ) \ \ / i BW'22..° , 11====rin= =1 ,,,,,,,,,,,H). ,) ..-..' ' LIMEEMMMMEMEM `.1 -------- 7;4' / it il ,323.00 ,t. I:I i 9 A"ftlik •0' ' ' TEZEM __ - ' \ / \ ---,,,,' / APIA,71.'Fir.nyizqr 1 --, / 1\ N \FiEDLiiE,RE.2,Vi liftiiAL"G:ALLS REQUIRED) 'iil i Ili i i E;t4E7 / / / Ecok 1484,sDeeisAt oPle,00. \ N -'.......elliiin 1:1,........... : 41.............. . 0 ___._ __ ,--v._-_- _ _ miiiamaliwirmlimmistomormiipmmommommilmmis\N, - . /7/TION LANE sER,Pg 7,,,,,71:1p p.`g 2s rEZAZ \ .....1 STEEL TAPPING SLEEVE.GATE VALVE TO o 'nigILITEN'I‘GTS2'01PEWNITERIIGMHTC.7141-. PLANNING BOARD#XX.XXX UTILITIES&GRADING PLAN UTILITIES& A"""d'fld""Zrt%°pfiara,„irrrBtnd ajt:dci„of GRADING PLAN 11 (octe) 5 30 60 7 20 SCAI F.,=30' (CnairPer.n) (Date Sign.) Z2L,"°'s Ui`Z I U G-1 / ..... ,,,.- 7 - /--- 322 � / / , / / // / — \ //// /:/// % \ s. ,., 7,---/,‘ ,„,. ,'a'� 7 i 324 � / � / 1-/ / ,/ /,� �!y , , /-„,------- / „ X326 ; - 1&, 2 1tIlitJ7/ I—lY 2j>, ,ha9'y ® �.>\ ,� ,, I / _//'8 1 EMIINNE�—� � _. / / �r 320.4 1Ii..N�ME1 1 /i , /i Fl O , .2> 326 i ,/I / W m r. s— - ,> N e r l�® a 3' . 3... 6,,,, V y Q r FEE=328.22 �' PROPOSED 3-STORY 11—UNIT iais...- / 05' 1 APARTMENT BUILDING =329 zs y PROPOSED 3—STORY 12—UNIT APARTMENT BUILDING 4,21,S.F.FOOTPRINT F a 4,437 S.F.FOOTPRINT =325 49 6. I f BUILDING SEPARATION LINE —--- PROPOSED 3—STORY 6—UNIT _ 116' � j18�° 3z, 3249' any I APARTMENT BUILDING , (18 PARKING STALLS REQUIRED U.7 J 116 t , I ) x 2,513 S.F.FOOTPRINT I �V) r' 6 1 �, ii/ I6. ,I Im .o —I - 328 -� %32.L, - -- -- -- -- - _ -- 'a. v / _ �'�� 3253-�- / - > K.u� �w 32e i- 3 -,- ze 32s.3i a-�"''' 32- / _ m ez_—— @ Jam} 326 90 -`�/ 'I< ® j 9t ��y. \ '�2a Zg , ,y a. - 2,.83 a _� ¢,'3 ,;.a_ U:..:- x ,,,- 0 —,32,.L---- -- — 4111:ti��- x � x ,�.3� �,.� .,.2..36 �❑�,�,.>b0 x3=9x 1 $n ._ n'=` 9s�' 32387Rim= 1546 aw�Inv In=3 saw Sawsaw �Is MhSTATION LANE R, 32444 \ ^Inv Out-37531n_33.64(W�Inv In=37362(5) � ���:❑ Out=37361(E) ::�C' �,. .o etp/5\n ols - .W o - . . mW- - ^,W . a W M�®SPOT GRADING PLAN-WEST 0 10 20 40 80 SCALE:1"=20',, L-.,- _�_ _ I i - �� �, �\ uZi� z \\,! t7 1 L,'L,i , . , ., ..i g w / ✓,11 „ ,--_-- , , I a° a — o I .r /a�nel' �7 &z �J �u i — NebdweN'�np_320.9 I L o m gi ur L,:z„gi y N �Z J Q El Q9w9g 32469 SPN�SPN saw SAN Saw saw saw SAN PN Saw Saw _aN saw S. Saw- a''' 'J M ��w �_ �z� w 4f MY 4' . o K ry , . W .� � � W��•a �. aW e � � �. m o a . . . . .....1 SPOT GRADING PLAN-EAST PLANNING BOARD#XX.XXX SPOT GRADING 0 10 20 90 80 Approved under authority of a resolution adopted PLAN SCALE:1,20' by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) PROD.N0:760.00I SG-1 SCALE:AS SHOWN DATE:05/07/2019 SHEET 6 OF 17 TABLE 5 3 SOIL RESTORATION REQUIREMENTS* RECOMMENDED SOIL EROSION AND PARTICULAR MEASUFRES MANTENANCE OF EROSION CONTROL MEASURE, „, SEDIMENT CONTROL MEASURES 1 IMMED AYE'RDLLDWIND...LED.DP ANY AND ALL DR THE l'INDNDSED TTlit IDNETIEGV1716R NZ3NFTglIr10111(07 ZICIRTECMUl'OREARRNI2LOLSInCCNTI1 a AVANS1UTITS LEGEND '''''''STURRANCE REST3RATI°N NUT PERMITTED RRE'R"B'°F NATURAL FEAT° S SM..ARE T.D.'.INTENT ACIDAL MEASDRES WILL DE IMPLEMENT. TD°NRS'INMND INLETS ST°R"RAIN INLET PR'TE"°N"ALL BE l'Ilr°"FITI1T THEN'411RTVIOTINARIgtlirEBNETMPAZ,VNED TI1Y ggljj' STADILIZATIDN IS...N.Y.DIY.FITFUTSFEI,A)L)LZELLREE'N'iThIAENNj:la izE FURTHER ERTIVEAILNLVATITULAFIEDIDDINERNE-F3SHEADI ELD BrIUFOVF AN D ElIFIRNIRGEITRYTNDTSNUCI'L IS IFPII**AN°APPLY°°F n2T42TUCATIRgN''F'g?'''TIAENSY°N'INC "NERAL MEA"R" 1-1'4EEI-117K°F!rirl°Tr''spiTrcEFIEcK'/Att itiminia ZsZOZODNOrg 2Pjr^4'1:N:`'IRTrPdgEusNP1-1°L1IRAEstsc.7RTT‘iii-1:11,iP7F mr°N"LY ,'''g,'''gI,IA ER'S'N C'NTR'L'AITING 1 FEY,SnoiELENETuFiAllSinFETOWRIZO EARRTAnTDB),EgEgia°N ruZiEg TaT INBTEgvALs ExcEEounnEEAr roFETWLjEcEsLRI,A'T EGRR2Z1 NZ in-LANEN,LyEEsTAOP°sED —•—•—.— SEDIMENT CONTROL FENCE AREAS.E CDT°R PILL ETINRW,171,21- 2,21,,,F,SLp0LroFtDIAG;T,iaPRAGEcRTIrAGAEr7E„ISTE,TIANirVETGETE,aATii i_101,NEAS„tvilHiPppREASEV5,_,TioN 3 GREATER AS[16,Nr1IF LLN,4cIERS06,S,T1N2Lc:,,MiCIFilliD1,1HrTgsFIDslrfra71 PAIIVDE I 4 6A'N'N/1 g-TE S'IIHREITALM EFOrZErSTALGSE B11rIAPNCEllaLYED*IF"""C'r FLFE53T-11'2r:F'FIFEPTARIAROU°N ND illiP,±iNacF°21-'1E'4°.IN RAENr.R.AMTP°S:T 3 64S ITITAILTI60611r1IONF ASOIMSRUMITN B E'ANN'T°MIN MI'Thr ArrA 5 PERMANENT VEGETATIVE COVER IMMEDIATELY FOLLOWING THE COMPLETION OF BFUOliDNFill'ILTEINLCF"IN 4 PCORNV'ElIVIEENNICEr'ZIACLLCIZRADZSEDCHALL''TA'S"'AND"R"TES" C,2IGTIESTLATCgICSNHOBIETJATIBIMErrNAILL.FE;P"OESNESOIrANENT IITIEFiRJRR'7117SGEUDFTITIFEiTrIG°ES EUiTISIC1744NEI'al3ITNETRR°IT 6'OAL,,IL,I/E:1-TAFI NENEE3CarSAPPFrIgArg EHURDE-IYTCTREISITI'ITZT12 FR°M A TA'EKEEANTj CT 1 C IF-SE:FL ATE2 IFEHNFS iAL7HA riOSAL TEEEBRI:All'EFAAENCR''SEEP IGEES'A WE N'UNEGIL-ErgrE N"YjNi'llSV"EE' riERNCEBA ENBAERrIE WA1''NET EN AC-B A DrE'C E'TtrBAL,EEC„„ iTEB,Ii,BIIITE/Wati°alistIFB:ErfATZETTeRIE BED 1 B EB E 8)0F1LNAENEDLArl raTIWiTIOr TrOENT%SSETTIR ig ITIgl1r1WLIDCTIO1'31'I)"r PERIMETER ESNICIRFiURECTIEOINEE'%rN2TGliDLFEITFIITTg'2 2rLIECAERE°' TTEEPRiA''FlirE151:HEITTO)IIIEFIFDE'llIN,TING ROAD CONSTRUCGON TigNFG T?Il°OPP LFRIEA0gSfS7TN;IDTPII;TID°ARaig rA U, rIE42IT R'p!IER,ID;iirESFOCIN'l EirE'UTIITNTNI ET IMF1 LEEXADN°1 \ \ ,\ - - --- PE SaI'ee'LAI6,ej;4 7 % - --- ................_............... 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ITTIrlf/TENIAIELNT1RTNCESFIM)DT-1 ,/ r ' _ \ , — \ E 1 1‘ ll: A 9 ANiik - , \ \ , ----'`A / li 1 \ \ ,°a r2 1 I , : TIMilltiii---.. °___ IiiiHdl'''''%.,,,, \--7 Er,,,,,,,,,, , V , 1.,i r E_.4.1 \ ---- J \ ) Zg , P-r-ll''''APSAERDTMINST7BRU L D NG UN T 1.11 I lillineR1- -..-71-72PSAE7RDTTirr)7PRD')DrrDP RN'.N'- Ill 7k\\\,s\\,.,_ .. -- — — — —,,,,—4:,,,, -4----____.2.4.or_wsz„,iima–mogiiiiiiwgzigL-miicleinwesimiiiiczjiminim.igil:iylmwspiwira .-L..----,---.---: , '5 r.....,,,.., , .STA770N LANE 1 \ 11..t ' — ' ' ' — —— —---- ° • ;5,1 cnux \ - EROSION&SEDIMENT CONTROL PLAN JL; o t.I 0 PLANNING BOARD#XX XXX EROSION& APP'ved'nder al'Y'rt%°Pflara,,,,rr7t:rn,aot:c1,,,of COrTiEN PLANT (De.) ("thrPers'n) (Date'fled) Orc:',1D'ErOsjaFfi'l IsE077:117 v __�EG._eT— — _ ,gethn� A7 • — \ ,: ;6;6 •• ,, ","j'N/F-`f Nest,,No 2_LSC — _ � — \ LL=ts n�O.EG Ulidatiun rI ent Ilo.20130[`499 I ` \ \ I onde N/F or / / / 1 \ `,. • Station Lr7ne Associates LLC ' / Instrument No.KRIS 9554 0 ` tie` / / \ • i \ • PROPOSED TREELINE(TVP.) \ \ \ • �Iv O (1) AR / \ , dook 1483 Cf Ueads At Po,390 I:) / \ , ...., \ \ / V8. (1) / \ \ • • 0b / \ • ` e`{e` QE L PROPOSED 3STORY 11—UNIT II 1 —I F PROPOSED 3STORY 12—UNIT - APARTMENT BUILDING _ � \ �� / APARTMEIVT BUILDING 1 a.z17±s.E.EooTPRINT aU LOINc sEParen,or, - -- r I \Cdr EXISTING TREELINE(TVP.) 4.437 S.F.FOOTPRINT NT / � 1 (,) PROPosED s-sTorzv s-uwT � \ I� (1'PARKING STALLS REQUIRED) J T N AR APARTMENT BUILDING (,) (1) 2.s13±s.E.EooTPRINT / �� —•—— — —191 #� _� _ ,) ;M II I (2) 0 IM iM1 --I —- -- -- —1 MOM — • o • I STATION LANE \ - CL 411:715,1ISiz LANDSCAPING PLAN 0 15 30 60 720 SCALE:1"=30. PLANTING LIST' LlOIE:NF REQUIRED LANDSCAPE NATERVLS AND/OR SI2E5 ARE r OBTNNABLE,SUBNR PROPOSPL OF ALTERNATIVE NATERVdS 1b OWNER/LrWDSCAPE ARCHRECT FOR APPROVALS AND SUBSTITUTIONS. WC W Z �=illi. : ABRV BOTANICAL NAME COMMON NAME 4iY SIZE GOND SPACING REMARKS W i J FED MAPLE 4 2.5-3 CALIPER B&B AS SHOWN a N CC CO CELUUENTALIS HACKRERRv 5 3-4"CALIPER a&B AS SHOWN a HA HYDRANGEA ARRORESCENS INVINCIBELLE SIR I„HYDRANGEA 7;3 CONT.AS SHOWN Q p HQ HYDRANGEA QUERCIFQLIA WHITE OAKLEAFED HYDRANGEA 4 f/3 CONT.AS SHOWN SPECIES ~ HOSE IV ILEX VERiICILLAiA RED SPRITE WINTERBERRY 6 ff5 CONT.AS SHOWN W WRAP:WATERPROOF EVERGREEN DECIDUOUS OV OSTRVA VIRGINIANA HORPHORNBEAM 6 3"-4 CALIPER B&B AS SHOWN FRUITLESS —1 N TREE WRAP—APPLY L II N 4 WIDE STRIPS ' �!- \ / Q. MULCH—3 MIN. �5i BARK MULCH U [] yy WIRE N0.10 GAUGE F ---,,40.4, 3'MIN. m SAUCER � STAKES 2"—2 1/2IA.OR CUT GEF REMOVE TOP :R/G1. mWit<.. �W �Z EINI„E III S0.C LONC.USE 3 STAKES 1/3 OF BURLAP —R/G1. III"""uuuwuwuumilinuwuuml�Iou FINISHED GRADE OC z—FO FOR OVER 2 CAL.2 STAKES ~ `W❑ AMENDED TOPSOIL M�UR�INRT�E '11111": ILIummuu,mum....nmmum FOR 2 CAL.&UNDER. ,Till.uwmn � ��a Q T T H — =III UNDISTURBED SUBGRADE — FOLLOWING RATIOS BY VOLUME: )L n )) �r AMENDED TOPSOIL MIXTURE IN W W N 20 PARTS TOPSOIL — - I • • THE FOLLOWING RATIOS, 4 PARTS PEAT MO55 II BY VOWME: �Zm 2 PARS PEA UMUS - 2D PARTS TOPSOIL y N Q—. PART FERTILIZER(1064) -____ - _. 4 PARTS PEAT MOSS z J% 11' 2 PARTS PEAT HUMUS Z-aQlO III lillillillillil I—li� 12" 1 PART EERTIuzER[10—s—a) �W�" UNDISTURBED SUBGRADE 12" TVP. \z� NOTES: NOTES: 1.MAJOR TREES(STREET&SHADE)SHALL RE 3"MIN.DB.R.(DIAMETER AT BREAST HEIGHT) 1.PRUNE 1/3 TOP GROWTH ON DECIDUOUS TREES&SHRUBS AS NEEDED.REMOVE ALL DEAD CANE. W 2.MINOR TREES(SMALL ORNAMENTALS)SHALL BE 2"MIN. BH. 2 ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION,TO BE APPROVED 3.SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES BY THE CITY OF SARATOGA SPRINGS: 4.ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION,TO BE APPROVED A BOTANICAL NAME BY THE CITY OF Sr-"A SPRINGS: B,COMMON NAME A BOTANICAL NAME ,TOTAL QUANTITY B.COMMON NAME D.HEIGHT .TOTAL ouANnTv E.SPREAD HEIGHT OR TRUNK DIAMETER F.SPACING SPACING G.ROOT TYPE .....1 ODECIDUOUS TREE PLANTING DETAIL ED SHRUB PLANTING DETAIL PLANNING BOARD#XX.XXX CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS LANDSCAPING Approved under authority of a resolution adopted PLAN by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) PROD.N0:780.00I LS-1 SCALE AS SHOWN DATE:05/07/2019 SHEET 8 OF 17 '0--'oc\-: ..sTo. —7 msT-FrgtowN,F '' ,_ , ,,,L.,....- .—__-1,,,"-- ---'oe* .Lr-- "• —2-. . .,*-.-70.„,,72—,. .2=,-,41101Wit:—''''''1,,,L_FL—Limr.—.51"'r''Plr''''N' ,,01.0,1.0.0.,0,,,,o,,,,'01'01'01/',I'?...'°•1 ' ' '• '' 1 , 0 , ,\00 „,, .0.,00,0,0,0,0,,,0 '' ,M.., '''2:' 21f:1 '1.,p''''' il A „0„0,..00,o0,o0,,o*,°°*,`":"::10:0•00-,00,'so'''''''2—2—2—' VLIGHTING PLAN - FINIAL(SAME FINISH AS POLE) la RFa0aRF-HME°ArITUNS'FFER"HEAT ,..0.———— O 0 15 50 60 7 20 SCALE:,30' i 1 FEETROA:1-7NiTEFFiF'"'""EET 1 CI E CC 13...,.. a Iii Z , 'An;NT1727,,,A,1-7;ADE r'BI,E'P IF N-I-Sr H L E ic.i.1 'nEL"ALDIIITHrATDH SrgEZIS S'NLESS 0 A ''r.,,,,,,.,ir' E t -,g4=PL''' le 1 1,71-,,i,D11,,,Asrcl,w,,,,s[cTyro"crEsi-aA'NRD 1 os,,LEP.P.022,LEP LEP .6 D,=,s-i-R's' IDZE""' ILI i IA\ IENRC-MPAII,A1 l=tig TO MAXABTLI\ON Of-%-r ''''"LE''''' 1 %1',19121PECT,',"- 7 2" ' .2S .T 3 0 2,WALL N1?-7SIALLATION OF i';',C,'.=, ,, 3ti 2: :I,,,333,rz.,,,,t2 AND DEPARTMENTDTPRUAX N/1:1-,T ML1nVC"RDINATED WITH THE CITY ELECT .,,TEsLO= &I 2,7 l'',,,,„ , ,,_,;,k**y.,. ,:>;;;;01;sPaa,TA u B E :TEE4 EL!E 1212,Ci':LE::EpsE P'AV r a r:1 IDB 121EA IF2g gEE F.-F71`F/EYR;HaE TC'l'FEY WAR MG AP.ASP;NI CjISHAEN Ii.' (nW',1'0 0' Eit I;NI2G:r'N'2:E°WB IF°.N r''CD'EPV:;°EELF-FjS1'NISENTINEORNATT,ADF'711!jEr''IN:RELCEPE.H:E'STD'Y'U'N;1-IEET4;;;'PED:,DCF.7 2E4 i'- :„ , it,2,.,.*.:.,1 „,,AOLC=gULE E:UICRALEFNLif IN,AlINADNADRHD°512E,70EN NAENCDTISNC7NVolDNCUE11_Pr2VN'DIEIA'NtDH rilST''''LPB'L'EEV'N°HC:H =I W' fa'\',*<:, * \''. =,,,,,. TBFBEsDoEPNA.E:ir,,FH7TpEv_aN,A,70AfuNmitp7SEY'FiNZ6NEEHR01.AFEFF,vo'DINEF"a nr7.,RAAc,FL-TouN.7upR,BoEcRFor''' '\ -u--°D TIG.psHETas,..1,E,,,ALF:ILs,T,Iptc,o,i(i;Niu,zpv'E'pvA,,Er'4'Hy(cERB,..-,A,A„,„;,,E.:41-72,,IED,TNALTRHA.6°^41.PE,IN J 20" 0 LIGHT—2 INCH OD 1/2 INCH ID T,E4IL\I'D 1/8 INCH°NITHCIZSCSR,ETAENDB2ECKUHDFEERNSNE''SE' [LEO] DETAIL PLANNING BOARD#XX.XXX SCALE:N.T.S. APProved under u,hority of • (CI) by the Flora-miner:Id IN CITY OF SARATOGA SPRINGS STANDARD DETAIL :dc,ty of LIGHTING PLAN DECORATIVE STREET (Chairperson) (Path signed) FA ,D7.0.3i I LT-1 17 1:1•DIMV,I1I1M'17'511,TORTBEOUDBBIBVEN B.-10,0s 0 C MA% °,1/11;=VIZ BF%r11E 1(MEI IN'1°4) 1S4PBACINO, 27 77,3,37 A.,,,MB,...., 1 I BIB4BWEBBRA<BIC rliNEIRIRrN1CDIN:'MIN L EXEABPPERAOBV%NEtZI"" I! M5.1DI LEI',DB,%7,0 DGEBINN D PR.EILE '151DNBA(ROLRETIC7,71) FAAMITNT ,5 „2„,, 1 UE'dISTVICERTI-EBEDD GROUND f,,,,1111111111 "N"WI,DUNBLBTEODRIAV 00 °T":"1"". SILT FENCE [. 50'MIN 10' SWW1111 Hil-- ' TFT-' MTFTFMB ij.'1';1° H 1 ' liall'L'illi]"411141 sails BAcKFILL D„,,,, r‘11111% E6'DIDEIIDNIMNUM""ND / . V.,D , ...,.!,, 10 SECTION PERSPECTIVE VIEW - 'LaPE B. .011:[FEN TE-.20",sDEED1'- DIEL'E .ABB'NE:71BSDI r,..7'"'""'S.'S:7:17i'BOD INC SLOPE STEEPNESS ;EADDPDRAREraBHEI°N;RONRRCEEDERNRTSHBP(ERRT) TRANCE'TRNAVIIBIVAGrIAOW 1°R CFINSWDTEDLITFPEL!IS7117FB7BIBDSTDEEECIESITREP,E'ENODREEri9DTEYSPEWIEOR WIDE 0e2% A5B 1 5°°"5°° NAA NAA 2 MINIMUM DISTANCE TO A NATURAL WAFER COURSE SHALL BE 50' 2 MAXIMUM SLOPE OF STOCKPILE SHALL BE 1 2 PLAN VIEW 2rZr‘f',RaPg.-1,ALEI,LREIrs\PUdAZEALLAsEErco7EsET"' 3 1 15LBskLFHBE'BrBR'FBIN;,L2CFBSLf1 E4'1 Bi Pr‘u LRAB:4EDIDLD:47551Er R°r°'FR'EDAIS H B E 3 iTElalii(!!INNDEI?Hg1B'21 NERAEETCNEABVNES'IAOTI FPI TALDELADACIZDNHAOLE'LBI T6 1E34 MiVEEED1CDD?lig:IMO N S .3\FBVIFI,AT'X','R°E,D1 SI REBCAB7INOSO I%11EBTI EBL‘iCAID F4"ND,101R"ARBEgVFDIBITVEABLEE SN'5'f I"IEE BB E 4,5°;,R,D,TEs2,74RCI)E riSF,;:,/BIN2FAT5BHT CD i,j1,/L,S1 D'S TA P L E5D"T205° 4 SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE 4 SILT FENCING SHALL BE PLACED 5'DOWNSLOPE OF STORAGE AREA 7N17577ENN:D17E7TCH7IP'51EC7FEDETREXEMPETD ODND ABES5NRIILfDR'S5II1D'IBINE L EODBVV4IBRNEB A 30 FOOT MINIMUM 4 ELEJEI,B0ABLBEVED UNIE"HALD BE 5EE1'B.ENVI"EEN''"AD'ENED "INF''''SILT F'71TrAFN)CIBDOREErBCIEBIlEAOTnirEN 5 EBE0sBEr,:NyErrEIL001ErEiLF,B,FF130ELFEABBEBEEB0BEX0BEERED1[00EMSEN 5 ER2E,IBBNDIEB,D,BDAL',Rip RSBADZIE DADREESASVAIBEFBEER RTEODDBIIIBN OEN°ADIL75SEE DB1,1-ZIBIN, BE l'WE5IFTIBT,'N'E-:D'ZVBF(P1III))5SFOTORTANNErMZ rRU5IIEVSOT L„S THAN THE,LL WIDTH T 5 TIIBNLEGEENS'NZIgLINBETHDEEDSTTDBFEEDNCAED NEEDED AND Bd'EDI'DEN4aVED WHEN NSeLE;!-PD&DTS\H:CERSSF)15 E 1 ,,,,,,,,DAS SUPPORT BACB5IBNRG5WIDTIHACREODSTAS5AVEN553'"ININ SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA 5 IFNII5TDEERS5F°D'REDD°""Z.CEEWDENOE‘N:„E°TrE EDNATIREE5°AFIAE"'LET ENTRANCE AE5PIIENETS WHERE MATERIAL STORAGE&SOIL 6.FAL'"ANI,TI-EsBE,A,77 B,DEBRDMBTES,UEEDDE EN4ANDE IE DIDIN.IS:YrLBRETACLIJL'ARAD.25LABLE BERMENWI%ND5E1D SEDIMENT CONTROL FENCE ED STOCKPILE STABILIZATION DETAIL :NEFNISr''CFEING-F I TiB EVEFFR AE rD'B' SZA_I BEB.I FOENN'B'E"EEN2WA IAA RAENACBCSBNT DABiBLFZEEADIHil i'H ZSBTIEA 10"YEAREiND EBN TW FTfC'HC'1 N' 0 C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS NOTICNZZTI'OrITIODNYoltdDEN,TAAITNRTAEPNFAINTE DEVilACLEL B E P R 0 V I GED AFTER EACH RAIN STABILIZED 2,4 WOOD FRAME .g'I<R1D0'1XFLWADREHEDPRT'' STAKE A' SILT FENCE 0 CONSTRUCTION ENTRANCE 15'm', Ir. ., COF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS -, r F' illiqA"' 1 WE 1W8 '''B'DIB.OEX'BBACEREPDB(MADBIE,5 ,,, MIN 1 1,1/P3 -i I *1',1',4 r'l IIII" PAVED ROADWAS ION'ill I E.' lEr°,11ARWAI,DE Drgli-BRAVAERDDA ' ' All °no,r GBRT BURIED FABRIC E1I0BOERABEROIBALB'AEI f-_,„ _,A E FRAME • • !ii i g 1 1 • P AVE E B OA D'NAB ROB'S rA5B ILA r‘SANT,N, STONE FILL APRON SONO. 4ef'_-_ - 1,,F0-4Ars,,,00urrAp,,'ap,",- iz,- A--1 B-1 p,,,E,zf spL1,,E"0,A0DilmzoN -,,,,Es-FFIAL,IDN,D -",,,,,,,,,,,)NEss ToNirr 7.-_-,,,,„,,11,„,„,s- 1,milNgam PLAN SECTION A'A' i F-T'e.:; *,i,i„,,,,:::#i 0-3% 4 LIGHT 18 10 -----,,,plag'<,--__,AL,EB i kNTPTNTIH 1 10!.sicol.tx; ! 12 3-7% 6 LIGHT 18 14 E .15..'B'11-"-.7"` ''SRENDEDRSAE 4 ' CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING Z 6 d!1 j:::'/'2.44.74,4404‘744 FNA'CluiriDwAT 1°N 7°11:: : MLEI DC I,U,TM 2,48 11: CPNr1,17EURCBrIATCSSPHEASIEFIHWI?IrE:„OF 40-85 B„LAP MA,BE USED FOR S„RT TERM 15 18 2-5% 9 MEDIUM 24 20 32 Srli:D;FLDTAAmBEABE3CNDRE7ADOLsMDB,AAEILCNLOENETINU;FIRRODLL2,T,04 EwL10M0INDAT:o Jr0o1N,T1\BALIEFN7NmTESTAAR,NE 13NHEEADE,ADINTImHoESm WLEILNL:ThE or ,s,,INE2T3RD2T2NAC,I,EAA„SAB,E,IF,IBD.BEHNALQ„NDB,AND 3.A„DEDUENEDN„D-DCMD„,10,7,„F.H.B. .. , 2 ETHNI',AABA2,S:NlIMENIMNS DEPICTED ABOVE ARE REOSIRED 2 IRBTOIDNENSMTRAIRBB5BBAVNEBDN\BVEITHDOBUTY,CAL APPROVAL .; CA II__If*:#47..f .).*j MN D'a N) 5-10% 12 MEDIUM 30 24 0-1% 6 MEDIUM 24 14 .\VAHICDITIIFB.r1lEVTDICIDITIAPAPDPROBR°IfrA15'BOBBSITDEBPDATA5STED 4 WREEFMOBVEEATIABg UT'EVENT ADCM°1-AEI°N AND°VEREE°W .- ,--1 D--1 24 1-2% 9 MEDIUM 24 20 4 EED.FEEDBEA151"UT'I,AADA?1 BNRIIFGa EV",EBEEffStNCRF DVNBI Z IvEDE:NIBBENH'IN0BTIHNECHF"TEDREEFDAZCANF5OR B BBEERAXBEBE)BING BE 10„IL B1 D DgNpREBB L IL EE SLBSL7BEBBE°EFLE7BNELFEINFBANN'LCBFBFERND 1- 'a L. ..] 2-5%, 12 MEDIUM 30 26 PLAN VIEW EA EFA7FDB AfD,ED TB,E,AD,ETEBAEEAL D'I,E7,°,5,riA:ENE 7 BE L°.DB°UN D A N D BA°D E IL LE D 1 L B LI 5 LL BE BE BB BE L L 4:D12,7,01,PD'RBAEM 12B,'EA,AT§IEABLI,°!P'EtEL15,1E EAB i L IETVADOSB TaHDENI5DR l'AD°LELB(EDED FFETC=TEEH VBVITVB,ASBNEEWAIB.0 IM'BISNAGDVAFTBER°BE NINE NI N G (71§ ___ 5-8% 18 HEAVY 36 30 ST OF THE FABRIC FOR OVER FLOW RISER BE CONSTRIJgED ANDDREBVIBTEUDSE°BONB0EEWTBEE'LEIHDOBTB; L'NIN" . 0-3% 12 MEDIUM 28 28 7 IBIEAAABMEMVWDRAINACE AREA 1 A„E A'UND THE CPE xl,rou,I=FL AwA-1,TrANTD BE'AND'WHEN'NC"' Z g `.` 1,41,ItIATI-Gw,DAE'i",DE=P'7""IEEz ,nDAEN5BEDLIDX"' 3-6% 18 HEAVY 36 36 „2 Brip----,= rAIENND°F APRSN°N' 0-1% 9 MEDIUM 24 24 . 1-2% 15 HEAVY 36 32 ED FABRIC DROP INLET PROTECTION ED CONCRETE WASHOUT AREA C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS SCALE:NTS E1/1117 .1.7-0-weth-we-wei4so ,„. 2-4% , HEAVY 36 40 FILTErO‘VBILA,rffF-I A 4-6% . HEAVY 38 45 4% 12 HEAVY . PROFILE VIEW 42 1-2% 15 HEAVY . 36 4 P 2-3% 18 HEAVY 36 42 ,MAIN'ID°V5P11°,2' TOP OF SLOPE .i 4)1 '-15 B"R4 15° E1 4?''l w=dR°41°R 3-4% 21 HEAVY 38 45 Z L' '44%;711 °12.::1 ''('*.r.:1°•:* 0-1% 12 MEDIUM 28 32 W 4. 48 1-2% 18 HEAVY 36 42 5 RA 5\w ROBDIO"FACE .T 2-37, 24 HEAVY 44 48 Z 2' LY, GTE'',AgIBIIEE ,NE,r,c,„N,.,,L,,,EF.3) FILTErOTTILBf‘r7AEBE,,EN7E_DFlooNr BA40N) 0-1% 18 HEAVY 32 44 ---------1 B'.L r..1‘ilr<DAENT7SNj:DILNSTAIEls A w‘ FIBER OR(.15_,DN' I-,3 LIfi a n *Fs0ERE.77,,,AuP,d-zrAu,g,Dgur-v,r1 FILL AND APRON SIZES Do 1-2%, 24 HEAVY 43 58 2-3% 30 HEAVY 54 66 ;55 (n.kl,'''A; NPASF'„N DIMEN„ A 3-4% 33 HEAVY 59 70 10 r'E'D N w,i 2 FmrSumMAS REISUNLET BBEDIWENTNAPEr0E,B XEMONEUILIA"IND ACE°' A 5 'BA',i 'ILDI 2 E F5ALEA°EELBERZBEEE°0SBT:LNBEEEEA1 DE.15:BR.B SE LHEABLD 7 1125 LTI:BS LTILREE 'H E:EjP[:°A,CET51,1EEIDC201YDRS27BlE:SETODUTDNaE'BNiTiDNAF RLDDOESWRI INCN SF7L1.11F5MAIN'TjEUBSMA I LFTiALRiREFICND'011B!DDITISI OE(D,IEIA",C°°C"j5T°D7B)FE B B BGB1R0ABNI4AND IBBANNE-ADCXBBBABL2BR' Is'A .41 L,- .....,4# CD' RIPRAP OUTLET PROTECTION CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS NEEDED OrARO BNED RITAVACBEAL2 VENTTARTVInONVEZNTIt'VE , \ N/X,E7DFI INTO UGAAED.E ON 0IE_XI D ..1 0 CD SLOPE STABILIZATION DETAIL SCALE:NTS PLANNING BOARD#XX.XXX EROSION& APP'ved'nder al';‘:','ItlYe°Pflara,i7IB'ct:crd ajt:dAtY,R CONTROL DETAILSNT saraT4t:)springs. (cnairnerenn) (Date signed) FA,°,1::::,i;),,FAi ID-r_1 17 FRAME/GRATE CASTINGS PATTERN 5419Z/5419M FROM EJ IRON WORKS OR APPROVED EQALRAME TO BE SET PARALLEL SAWCUT LINE TO CROSS AND LONGITUDINAL SLOPE OF ORIGINAL ASPHALT PAVEMENT AND FLUSH TO Yq 6ELOW F G) WEARING COURSES) 12„ -D"DA. FINISHED GRADE IN PVMT IN TURF CLEAR OPENING BASE COURSE 22 PRECAST GRADE RINGS(6"MIN.TO 20"MAX.) (SEE NOTE 3) 4"TOPSOIL.FERTILIZE,LIME.SEED AND MULCH / / BRICK SHIMS NOT PERMITTED a BORROW:WELL GRAOED INORGANIC GRANULAR 8-- qa BAR @ 6'o.c.EACH WAR WITH ADDITIONAL FLExIBLE RuaBER f //\//\//\//\A SOILS ND/oR RoK,MAN 1-1slzE,NOT _ qa's ARouNo oPENINc of covER E. PAVEMENT STAINLE MN .O.B.E. REINFORCED PLASTIC NON-SLIP OF MANHOLE BAND CLAMP(TYP.) / s. GL I STEPS PER NYSDOT]25-02.01 °? 6/CC TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING AOB.E. tft'l-71g1efSfSlft;flf"' H-R-CIRCUMFERENTAL REINFORCEMENT 1„111HER i,Es 012S0NLIN.FT MIN. 2"PROJECTION SU11111111111111111 BBASE COURSE BASE INTO M.H.AT EE NOTE 4) PIPE ZONE BACKFILL-RADATION SHALL BE SECTION FOR STORM MANHOLE,BOOT TYPE PIPE$PR(LINE WELL GRADED SAND WITH 3/4 MAX.PARTICLE 41V1:7.1r10- '''igiIlei4:g1 FLEXIBLE MEMBRANE SLEEVE FOR PIPE SIZE AND NOT MORE THAN 109 PPSSING//20 5 TO MEET PSTM SPEC.NO.0-923 ORIGINAL SUBBASE SIEVE(USE VIBRATORY COMPACTOR WITH 8"LFTS) 1 COURSE -slzE AND LocnnoN of PIPES II III- AS SPECIFIED �\ pIPE ZONE 6EDDINC-FOUNDATION STONE TO . INVERT !HOFCH„ERDHTSHPNTADSPEC703-02R' V � RSEAGATE(SEE OT2)ODTSDE CROWN 1'" _ZSIWMI4000PSAT28DA'NS'"NEDIN1vTINEA0BE_IIIy . 812"CRUSHED STONE 111 B'#2 ° BOTTOM OD. _=IIS 7II 1 -:IMI-I NOMINAL SIZE OR GRADATION AO.BE ° IN/OUT STORM -III-III-III III-III-III-III- �Bn� UNDISTURBED SUBGRADE OR SEWER PIPE lig ADDITIONAL FOUNDATION STONE AO.B.E - - i NOTE I VIII 7I.7,+',3'n P-A1.SHOP DRAWING REQUIRED TO BE REVIEWED RV THE CITV ENGINEER. BASE SECTION 2.ALL MANHOLES To BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTo NOTES: HS20-44 WHEEL LOADING REQUREMENS 1.STREET OPENING PERMIT IS REQUIRED. 2 Fs?,'-',N242= OUNDATION STONE N.Y.S.DOT STD.SPEC 70302 PRECAST CONCRETE HDPE PIPE TO STRUCTURE: SIZE DETERMINATION#1 10Q9 PASSING 1 SIEV 90-1009 PASSING 1/2"SIEVE,0-159 PASSING 1/4 SIEVE 1111 MANHOLE-UNDER 5'DEEP © BOOTED JOINT OR SIZE DETERM NAT ON Ej2 1009 PASSING 1-1/2 SIEVE.90-100%PASSING 1 SIEVE,0-159 PASSING 1/2 SIEVE. CIN OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS SCALE:NTS GRADATION/SIZE DESIGNATION TO BE DETERM WED BY ENGINEER BASED ON FIELD CONDI T ONS. 3.BASE COURSE FOR PAVEMENT:CONFORM TO N.Y.S.DOT STD.T03-02 WITH FOLLOWING MODIFICATIONS: 2-1/2"SIEVE-PASS 100%BY WEIGHT 13/4 SIEVE-PASS 95-100%BY WEIGHT 3/4'SIEVE PASS 60-75%BY WEIGHT 1 SIEVE El PASS 25459 BY WEIGHT B40 SIEVE PASS 10-59 BY WEIGHT ,y100 SIEVE-PASS 3-12%BY WEIGHT CENTER OF CDS STRUCTURE. RIPRAP SLOPE SCREEN AND SUMP OPENING PROTECTION 4.SUBBASE COURSE FOR PAVEMENT:CONFORM TO N.Y:S.DOT STD.304,TYPE 2. FIBERGLASS SE PRRATI O N ICOUI'NE �s. TYPICAL PIPE TRENCH DETAIL ti 1 RT o CD' CIN OF SARATOGA SPRINGS STANDARD DETAIL SCALE:N.T.S. ±135° Ir. . MAX. 20'MNLENGTH$ (61\Tillk0 , 8! 8 MIN.WI DTH(U.N.O.) MIN.SLOPE EQUAL TO 0 CULVERT INVERT SLOPE TOP SLAB ACCESS GRASSMAT OR TURF L. 4111.1110 i (SEE FRAME AND RENFORCEMENT.EROSION r COVER DETAIL) ,,, CONTROL MEASURES TO BE FRAME/GRATE CASTINGS PATTERN U PVC HYDRAULIC -I- III PROVIDED BELOW RIP-RAP CLEAR OPENING 5419Z/5419M FROM E.J IRON WORKS 48[119 I.D. BEDDING A.O.B.E. OR APPROVED EOVAL(FRAME TO BE SET AR P ATE �T� 1 SLI MANHOLE STRUCTURE MATERIAL - +65 PAOPEL OF PAVEMET AN0 FESHUTDO aL r ANCHOR DRNNACE FILTER RIPRAP ON 6"THICK (n MAX END SECTION FA6R1C,1'-0"MIN //2 STONE 6EDDINC PLAN VIEW BB �_ = FINISH GRADE O NTS E.S.PIPE 0 THICKNESS RIP-RAP SIZE CONE � '323S 2'-30" 18" LIGHT STONE FILLING(NYSDOT ITEM NO.620.03) EXTENSION(S)* Illi �, PRECAST CONCRETE.CRADE RINGS �Y CONTRACTOR TO \/\I 8" :8 \/\/\/\/\/ 31-7224" MEDIUM STONE FILLING(NVSDOT ITEM N0.620.04) 'EACH REQD TO ADJDST cD \\\\\\\\� 6(MN.)TO 20(MAX.)NO Q O GROUT TO FINISHED -// // / GRADE 73"&ABOVE 36 HEAW STONE IF (NYSDOT ITEM NO.620.05) TO FINISHED GRADE \��\ � \�.\ /.\°\ CONCRETE BRICK SHIM COURSES Jy SSE PRECAST uNITs V�/�/�///� � GRADE y//� i ��/�/�/ REINFORCED PLASTIC N205%JP W RNGS/RISERS / 1 \ STEPS PER NYSDOT]25-02.01 2 IL TYPICAL CULVERT DETAIL RIC W CONE \\�\ \\��� // PRE CAsr co NCRETE SECTIONS-El i f FIBERGLPSs ��� 0 SCALE:NTS SECTION \/ `;'/ // Psr AT 2s nvs wR-ENTRwNED �z SEPARATION CYLINDER I AND NLET \ \\ H G Z n�/�/ � ' FOR STORM MANHOLE,JOINTS BUTYL � ,�/� \/ SEALED-INDUSTRY STp.OR A.O.B.E. U _ INLET PIPE PET * NOTEs ---��"��\��"\ 1z oc. �� Z� Q (MULTIPLE INLET RISER o B\/ fi\ PIPES MAY BE 1.CDS'UNIT TO BE SUPPLIED Y"STEEL REBAR W 1Y"O.C.VERTICAL SECTION p\/\// CL 5 '\ MOEM RANEM SMEEVEO FORBP PE TD EMEETXASTM W a Z ACOMMODATED) BY CONTECH MODEL NUMBER BARS TO BE ODTSIDE HORIZONTAL � 5 BARS.TDP OF CAGE TD 0 HINGED 4'-0"I.D.MIN. SPEC.NO.0-923(SHOP DRAWINGS REO'D) C y 1i11} CDS2015-4-C OR APPROVED STORM FOR POTENTIAL ACCESS TO ORIFICE. //�//EQUAL. A� sTRucTURE � T2.FRAME AND GRATE TO BE a \�\�CAMPBELL N0.1395 OR "APPRovED EouAL. �\\/\\/ANENT ° \\ELEV. CCCL g 13- d o •ATION� q ° MOUNT GRATE TO BOTTOM L/� Si \Y%A! ~ SCREEN�v STRUCTURE WITH HINGES SECTION °P° y a �-11111 a FOR POTENTIAL ACCESS '/CC....,:,;.,,-;,;):::.,:;-:;:,.: / \\�\�..', ° \ ' B"-1z CRUSHED STONE-N1 oR N2 a TO ORIFICE // ' j NOMINAL SIZE OR GRADATION AO.BE. „>8 �.Y!.\Y! f� �4 �` '�/\� UNDISTURBEHS SUBGRADE OR ADDITIONAL a p �jv,�j,�iv,�iVV,�iV/• r, \/,�j FouNOATION STONE A.oB Pvc HYDRAuuc - C`] SHEAR PLATE ��I������ i� j Z U 1110lll ��� NOTE: w z, :ib. 30" 1.SHOP DRAWING REQUIRED TO BE REVIEWED BV THE CITV ENGNEER. O j _lu �IIllllll i 2.ALL MANHOLES TO BE PLACED IN ANV TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING WW SOLIpS STORAGE . ��I������ �� REQUIREMNTS. FO SUMP 6"MIN,CAGE (r BNm ELEVATION A-A 6" I� 'FOUNDATION DFWN UTER/iLS:To BE 4"SDR 35 PVC AT IB MIN.SLOPE of LOON.RSR HE CROWN of 2 BELOW ORIFICE THE FOUNDATION DRAINS SHALL MATCH THE CROWN OF THE HIGHEST PIPE'„71_ ITHIN THE CATCH BASIN O � �TU NTS INVERT Q W�� 30 MIN. STRUCURE.FOUNDATION DRAINS TO EXTEND 5 MIN.PAST PROPERTY LINE OF LOT SERVICEDm 1-1,1 W 3Zn PRECAST CONCRETE HH z aa1 CDS UNIT DETAIL Z_raN CD' SCALE:NTS L - ° ° O MANHOLE—5'DEEP AND OVER Q� CIN OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS �z 000�00 0 O o� O oo W SECTION A EII DEEP SUMP TRASH RACK DETAIL 4.01 SCALE:NTS PLANNING BOARD#XX XXX STORM SEWER Approved under authority of a resolution adopted DETAILS by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) CAATOEJL.E::ON / N0 I SHD TT-2 17 NISHED GRADE Fl 2"FiCEFFFIFNEN'SfHBOEsAP"Fei0,AirNEI'N'r DImErANAYLBAENDUSDED sg.0%HEEDDa'BWLwD ArBtE2N°GrAIREAANDEODUAL „nil" 11 1 FABHC 'BPI' 'SVNEEPR rrOtEal,P,AIN) -ng//////2///3/3/3\/3\/k\/n/n/n/M/k\/3/3//////7 II 11.111 ',Z A'''' -'%/41°\10/' 5 BEARING AREAS FOR THRUST BLOCKS FOR WAFER MAINS LARGER THAN 12'DIAMETER 10 BE APPROVED 6 HAvP4ITOv%IgTGEINgrUME OF CONCRETE THRUST BLOC, f , 1m A JI , M1IW - II C.CR"idga /_'' WHER'LE7'==_‘LTNITFLHE N lu_gic,c,,,Y1'N'R°4F-F MMEIMIll=1=11=1= THRUST BLOCK',33,3 SECTION A-A UNDISTURBED 111 II FP I' A so, ",g WATER LINE LE NLGTH ID°D:=27N`sD rDIEC'E'IE`H.iFrEEPITP E I N FEET PLAN ,'R'NIZrPMsESwE,EA,RER WATERMAIN 7 7x7rAmrlAIRrDRAEREE0BAFEHDERoNsoAIELn',A,BAzILENnwEARPTE-R,Im 2x,74 FAY weTE"A 111 ,Il -1 : 111 , ,1 11 8 170,2,,,B,Y,c2,1E0F8s8E,„8.,8„8,8,,,v,„Lor8,u,„8,,,8sT8.„1_,A8,8„A8188A,E,y,p,,A,E8„,N8T,,,,o. 1 . , li , ,Il I 8._1=1 ll_ =, ,fio,r. 11 _ill__ _„_111 ,1/1\-gE,,,r,,,uErEFIATD,TBIssr,LIEFF,TE°NDREPsLILTo`S7AuPT,s'Arti-T:,7PIRNEMPVEBsv."E ENGINEER 111 === „— =— III RaTERD LT:NA=2gclig"s 11..01 , 11111601 11_-L •,,,,.. ,,x-,...,,, FIIF;7"71TTF B$B7:E Bp AGE7 B7N0 A;IE7A FEBA,ENL ASIA r&ENI: Nif:IFEENBENAIlLETDENPARTAALTEELSTL1DALDISER AND SEWER LINE„BALL HAVE A MINIMUM SEPARATION OF 10'EDGE r.lIF:j°01rs T°BE ETAT WFABTPR" 1 r= 11,71_111171,111,111_= -- a Awli 4.. „105,20"10x20„-10010 PG 0.55„03 0.55,0 R" 32 1352,43 PG x 25 04„x PP ID 11,315 .,5315 UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OF WATER MAIN 18'MINIMUM ABOVE TOP VEZEVNEIBPIPPig.rTESNIDPTTONLAIDAtiNVS,,HrR'ELLWABIEERINIaLLIESD UTR7DE'R'NUEBAHlEWVEIR'IMAUDMEOVUEARTTEITOPRAJPRAATLI°N BEND IO: '.1',.2,1's:3.31's l'2's 23I''a:4al's'I'a 221'o:2315o 23124 l's:1,I's Ili;111°0:122. SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WAFER MAIN WHEN II IS IMPOSSIBLE TEE WITH PLUG 13"127 30 5 3,180 40 x45 97 2,x 4P 50„DP, 25 15320 -R°P EP RAZ DS-`1-11Arvi,R=IU'ARuEms,j1EED sTEO'vEARsSsUI-RIAEL I-WALERDET%°HNTIENDEST DP R'RN TOR uBc0FI IT r`‘':.T"'" TEE INSTALLATION OF VVATER MAIN AT 0 TYPICAL THRUST BLOCKS DETAIL THRUST BLOCKS NOTES CD 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 alSAWGUT LINE FRISTSEFSBRIFEAFeitT?N BE ii ADAPTOR FITTING IF REDD INEFEEirr7.,‘R Elin Row.oR ,TE1=-0,0BURBDTET, 12" DD,,,,s 1 IN _, rP1B0E013.1, urgri<AL"m'ANv FINISH GRADE-M,ERIAL VARIES NEW'TWaEBR:A°'1ON'BrEPTPUR"Ti°' R, BVM,T 'ED TAZ RaEBO'r BEND EcTNNcEACPTIO7 FuTuRE ;7EE NCI'',TUER S3E) I IN TURF L, A 4;0711s FERTILIZE LI'.SEED AND'AUL' _,mmmm,, __-, i z-2,4.,2,PRESSURE,EATED SET ,.411171:;::‘P</770/A rroll,7,riE°1-270,"F,D,"E'rpAaNGANE:IFT 1 0 JITIII-ON.011111ffIll111.11— 1.-1#4%1 For,, ,' R:vil,,BZBFN fdEN,DE,A Es°,,FT 1 1-,AE°N[T,DA:FivEEDY sr,En TA L i gskittAstit4%%eo EBvRE,:„7y NcAcTi gAcT,HE 71 1,,A;02',,B LE T'sLI,s E Fl=Ifi l" - I,1 I III— s'"°' ,litit41-4-Ctt ,,,,,,,E-FpEERZZRLIND' CITY PROPERTY PRIVATE PROPERTY Tlj_S\1:ZEELLAIr109,S,IAOTRDE yVTVIFTIA',IN 31/047.LFS<S111,7g Ls I 'If.A.Dri`B'END iit,....--. ,,,,,,,;.4,i 0:01PoNEuRroFEmNEAG,:DEN6Dyl:TsGE D(-s.E.FE'suNTANoNDTAEDTA:)."sspTETE 7Ta°3. Y BRANCH WITH if). I 4WATLEALPTEIRGAFJLT JOINT F„PLUG. Z. t BIBB'RIBBLE' 114410114' VP0IFITBABgEBBESUBBBABE BB EBTBA EBBNBATIBB CAP OR ADDITIONAL PIPING Elj the.- 14,1 B°T-F'd°D Sgaigtiel'0 rSEEBW ERB I TLj A REBR A L 5!. cf., .i 1.,,,,400 ,0 BIBE BEDDING,REGNIRED -•-.1 D'TR I 13%IAI3 ihm FLOW DIRECTION HIffll IlffIl 1 1,t1 14-:'1)(jt-'''''1-11 11 11111111 11 ''' UNDISTURBED SUBGRADE 2 EB-BURBREBDTR4TRBIZATIONTIT,'1)g-DF%RTABSSIrJBI''ESEIT3VBE790-100%PASSING 1/2F SIEVE 0-15%PASSING 1/,SIEVE '=111=111- ''til 1 ''' FT, ,,F 45'OR 30'BED AS REQUIRED 1 SGIAEDA7'01E‘IFSITIE'SIGN'AT11:1%.TOPA:INDGETEWII/N2E'D SBVVEE.N1°N-E1E7BA=SIONNG FlIEIIIEn‘ID°110115Z.PASSING'SIEVE SOLID CONCRETE BLOCK MEL _-,i_L___,_ PIPE BEDDING SECTION TYPICAL CLEAN OUT cA,,,,,,,TE,,,,puB,11-1,1,sARNE'7'sErgAls-FHPETEr;PorAIL,T4s1%VvTocc'ADN,IZTN 24,1E-'PUBLIC R -- 73-/YclESIEVE-RAn09-57-5.°°9:IG\vHETIGHT CD SCALE:NTSt. 2‘I'LDPIEr:rsE`riE5A°1TdAs-FsEEXAEF:":-`,D,HALNL 1B°E F-FT s°ArmE';sER,HsEETra 7,,,'ERs"L'11,1E r7ZNArriINTs 2-FFH'E'Zrrip-"E'c'iis\''''' 11:41 420 0 iIRVERE BR-BRRABAS:1223514525i B'Y'V Ell I'llTT 14''' VC SANITARY SEWER CDSERVICE CONNECTIONS SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS CD 4 SUBBASE COURSE FOP PAVEMENT'CONFORM TO N 3 S DOT STD 304 THEE 2 TYPICAL PIPE TRENCH DETAIL C,OF SARATOGA SPRINGS STANDAFiD DETAIL SCALE:N.T.S. 4 P Lui zL, 5 /7,r-FINTH GII',DIPBEg BALBE B°. EXS1'NITHGRTATISESEBDAVAERMEEATSEF Z 21 FINISHED GRADE i 112'BA ESRi'CIBFBIG=TS (TETPEABZINB, iiliiili.raffiraili.ili.raniii.i.VANUAMi.ARG... . 2 2— ? ---„,Z1BILKNDEE:E:BE: VerV -.}....-.....„.......-B.A,23,:v70:4-A11.-BA,;;EmcB, 4'MUELLER L JOINT RETTEDTP rA7RTEr°,1. SECTION'A' , ,I; EN'ADES'BOTDIBIBP,RIGHTA .. 2,M GLAND TBEIBSATS BREESMTE% 111 :113,wA„R„Rylc, .41 RECm0A=AIiIIROEN'Ss) I RUBBER CASKET -/' IM'j*IIIII-1-11 ""IIIMII - ..1 0 1 °F T„', ' BAP IPBI TNBILOBRBES ILLEFVEEITL A 3°4 PLANNING BOARD#XX.XXX SANITARY C) TAPPING SLEEVE AND VALVE APP'ved'nder afy'rtiftle PIG'Irlirr,79IBL'Oia'prnd ajt:dCi„of 17s17L'tDrPATIES' 0 TYPICAL JOINT DETAIL SCALE:NTS Sarat.g.SPrings. SCALE:NTS (CnairPere.n) (Date Signed) Z2L.N°:sUicoL55I DT-3 FOPUFiTIFBNED B15 ENDYSLIDL?Tw'1'8E°''BID' BROOM FINISH PERPENDICULAR TO WALK 1 "E ETOLGR.,,STINDaNSRDIn grEDIEIWATIHL/ISORSLWIMINWPTBHLESAT3RAGL,L/ArrAD-BETE TWY"K WI"IN"E DI"°E B41.2D.=1-74.HN,EWR,.D.70 ITSEEmRIE5 r:w\PI/E6-1BLON'SATInwiEs HP'Ll2j.rENBATBNEAN ABBDwBEDSrArTE%I'w1EIRBIANOT7IEJHIRFEDEDE ErBB'BAIIWAYBSYBILEM WXPLFDIFWB;)larGIRADE 7HDAnLEIWRT-„-„ 6Bg"LENT LCw0BURSE 1,.1°gE TO,AB`R'ESLE M 'EREBC°FLIIIADIEILOENSD BEE"N"ELE FIBHW I ELTINT7EDIU 1 FLTIHREAAFfiE\DEANDTD I[IZE'SR L dq:EF.ETB;E\:UASqB\F DD VWPWR;7'LIL1:1 gS\TL nAEL LP Z B D E B 111111 :IF ES-F'I U°I,'REI:iDsR;B'T PECREE rCE''REIODIEFR FL!KrE,IDNAGR D 1-1"1 21 8-17 'F,'-'''' two., EBEB6 A°B E 2 VIAVS'N'F°WaE MDAEAEFCEFI7NIET:C'TsAw'R'FEDRIRS"Rr'HLIB'RI ERFTEOmFRNAEI IiiE-DZreE'E BTPCDERIEWFIFiOLEF R ......1.1.4.1.1. Affir±ITATRffireK BD'SWMPAS H SB%PBHSTWB DBWEWADWWS 1' 3 12 'LIB' ,GIT‘17RwUD41E.APRsOCT BORAI1CB'w'w' tY SD 4'' rE,°,rjR2L'ODCTL0'R EAABPDPI OVAEwD°2161 AL TIE%KNB LRAFLED w ' ' 12" =ON 2.i.i.i.1 s F.AE.,:TM EwjLiZYAOAT m2L4m2wr4'1"FAIDCDAET%D6E ATLTS'LfsETDH I°,E4-71w0N"OW-122%DRALCDLAASW,IDA,EH AML1LR V.g-D=DP-,DwPmRPOACDZI6'T° ,,,Ei,'NFT=N:AWRHD EHEBEIE TB BE p„,„IN 2_2..LIEBE\BIBB,„EBAE BEEwEEN, INS1TBB,EltRET4AWYgiTAuLEH Fl TNIFI'EA DL w FL l TSP7BERFRD D'TELON'TIPZE A rALi.I WT IDCO'ERFF lAj'W'SNUFENHRT°P?LE 1 TAASsT I PI EB E R I S NOTES. TYPE 1 -TYPICAL PEDESTRIAN TRAFFIC LOADING I i'01=EGrAK,A,LOTGE°>,u,REsEvreaONonT,IN'T'IRj'p7,2\'%Z.07:NCIToZlisc.Kr4M,PEANCTN rdEA710u1s,PEEcauDARREAPriAcvadEFNTsPEAMT-FrBEc°NnTrgErFoT,MTOKITN BLE0wAuDYNE AND 'AIGIENA,s,T,F,,..T1,1 LOAD:Fiji N,F Dui-,SEERusAFF,DF,B,E,Ri TOW,R PfIE',w,H4 IB,13 3T°0 sPHRAOIRIFE ;IT AFTREEDS Hyv I LSHU 4 A O E 71J:7111:L0°RD r:I ITN-TS DF INOGB1 w/D/4'2WgP DE B NFOLO rRI°WC,L'M A>., Mil" 'BRE 7N BFB1 NE El SEH AP 3 ALL MATERIALS SHALL CONFORM TO NYSDOT,SECTION 400 AND SECTION 300 5 ElsoLNCVIRTAIR>WT'UsaNBOnBLOIENDs ETUAALLL)'NED'TH THE DEDWIPEMENTS EHP A CLADS L 4 CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYS.,SECTION 401-3 MULYNDOI AETCNEDEDTH1ENDTH wE THE wwiED ;4,W '6'NB.6/6\6BBEN\61RE RE, 5 NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS wAr°rADPDP2TDIIYNLcIERFEB2NLaPBE"'IT'D 'AB\E',,,'\\ABA,' 5 1,EIE=B(EE ICS.UFBIBIDEIR[ABIABREDUSNDDBEBRgEAIXTALRLDTTIIGTARSLORZEREMEETCBE,"NSTRU"IBN.THE DaNTBADTB"HWILL SUBMIT SH"DBAWIN"T°THE E"INEER INDISATIN"R°"SED WWBBEDTI' IE°ECW-W`IEE R,NgETIELE FT°BE 5''IN°D.WS"DER' /5Z / 5,,,,'N`:AA3NR°D'Lls.A:RBOCCORAD'A TNwE'ssp:' 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;IA0cNKacc;sAHTALALpF,LEIc/AMEDRABTEE'voEFEND OP5W-BrEIC"ALWYSDES IE LLD'THAN"'DUDS HAS ELAPSED BETWEEN'"EMENT°E WDWRSES TACK CHAT'EN USED SHALL BE APPLIED PER 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.ItE7TETLHHEIINVErCsOwLALEL EELLEAV7NOETRBHEZ IX/Mg ABtNU-119.,1wERw4 DAAZEANITIO,A,NOF 7E wTworCEOUBABEEwREANJINGALL wANITAD"EwED AND'wpm BEwED FDA''LB AN°BAL'D°"E"HALL BE w-ENEngr MnITEV FERwARGETBMLBIrEXHLT"OFwr ArTABITE°40BPDEBRWIZIEWHT°E wAss' 23,Ng=2r-,2F-,r<ZNMNRowsnue97°,Tat,°RgEwAs 1°'1-01-cull-N-FF2T1'0?,NsoTrRLF Tr°2,7ANIDAEL EALNELATTENLVAI±TIn coMnI-VIANAPL7cF°R THE waNTBwwwwB'HALL BD DEBBaNsIBLE EBB LIEID"sL AND BwwBDIN'aN aD LIEID LEsTINw A" "II,'IN IBGERDANVSEL L D TO:BEEL LNEALIBLE AG'sADB'D'SNE/IETILIL NW,TIHdABLEEPANL SLAW,'DGEBRNDH=ELANBftPEASDSTETD,EL,S,I-1.B.E,LFFESPERTLES TSHPE Tia2020LESIBB/LESWCOSMSPBABCATSION-FTIEIBHRMAPR,'A EFFALNEIDB.RDLHPHPSOECTL.LERTSDETNDSIBBSB.IABEADUSPSEDDBAASEEASCAHND ' ZLFZVEErI6 I`E twETAX-NTYNscomXTOBFERDUEBsILITEWDORBKs5 w DE'rEwsIwNAL ENGINEER BLANw mu'BE i-REBRMRIC:11EVEB THNESAWK-LFFJ.EBITEYC'FAOAFF4TIL ri'LAN TFEBE ETFEBEL7VAIIE.IEPADRDB°Filft7TECE,N,E.':.',,D:TVECTILOIB,PIN-r'ET,N,ER EE4EiR''NEPCFDEAWNTLIONI NR°.,""rD'AIA"°.L'""E'EA T."D"TS"Is E A"EB EB E"""IEDDW I Is N A FNI"s"E" 23:U)MLL2"0 RCLOBRGSEIDRUERLTIELDHEsOBAXN7TOEINDTIR`WEEE D,BITrOLRNA)INEADC°EM E'E wE DHDuLDED 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 ; Ilt ,s TIAIMfALRBB ONORETE SIDEWALK&APRON EBEYBREri°B LHINT .6 E u 6 u,6,u:u;a61/1,t0 G'201'BRIIRFEIBZHEEWLIDDAEBT7AIFEA' DNEATREND TNWGB L(ET RTP Er W' -E''-:':-:'...-:.:::'-.. -S47W6 RB. ...'1* . -,. lik..LE:7 =,=, -.41111111Vi -''''41•114'fr '** -,E6'LP.d .:E'dr,AIDCSULL°APRE EAU. 11/1. T2ci L,, ,,...400B B B..44111111Wellibi.E4A°NSUICNN6 ::::X B', 6L TURF 1TYP) I I, '6 r.G.LE 172 5'MIN PEDESTRIAN CURB RAMP AT STREET CORNER ' ' ''Illl'ill...°:':::,°,'Ilifilibbb. 11',41111711Liiiii."411111111111111114,.. .'' ''"*.*•...*••.;••*••"•" CONCRETE SIDEWALK ‘'w . Cu CONCRETE '::L:111111111111111. C RB u,,, „sus, Itil % < F'D/EA: 7r d - thor ZATRENGITNAGB L E LE BL D DE ,...A.E..:-:4;0:-.• TDLXAELLKE DAENSIONING_ELAN GENERAL NOTES' .....' ............ i, 1,41:8FIfiNii Z,FatEgar ,g 1 4 C) DROP CURB AT COMMERCIAL DRIVEWAY DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS EinKril 6, killi PEDESTRIAN CURB RAMP AT SIDEWAIK PFDRSTRIAN CURB RAMP AT GRASS STRIP I;el. ril NOTE, ON OF ACCESSIBLE 1169A6w<TING SIGNACE D ., D ET-Y',B,,L0E,T:I.B2uRVEER:AYRIELECsAAFFINg,IN&TTHYEPEE,DERmDrTEN'OENsWW-H sgWEENDGIRTE''I"DwT"ANDADD iiiilitt1713BE'D TPE 7NRI.M°A:ItIFTT UTEB4 E'D 1 R E B 111.''.6' W. SLOPED CURB 4 P EV,(1;FproAlKsEHAB'grT ,:, CD STANDARD TYPICAL PEDESTRIAN CURB RAMPS DETAIL CITY OF SARATOGA SPRINGS DETAIL SCALE:NTS SCALE:NTS ZW Lq a. J,,,,,,:Ik —alln—r.rpEr'"Ar,' cpss CD' BIKE RACK .T z 2- LY EIC.SE Er CP-ArLFERNOTM 96'/2” \NLIgE.13NdwuTArnoDN 2.] 2E7 h„ ILDuEs.HAL,'„,<I4ANp-AvEtEir ,-' I-,3 — ,„ 3„ il,.; aii 'B7NFN PAAg-cuo%:-cFnlims--FzEAARTHI-FeEoz,[0 to- 7,'_11-1,_,°,,' _ ALAS: rE,2F,VDIZEF741-1-AD'AIANMVR'''11%E'D F'-A 1 H-IC '''-''''MIN1 ' atik R'QUA LONG LPRECAST BUMPER LOCK BY FORT MILLER CO cl r 4. 'NAP 3-D"ENSI°NAL VIEW r'SPFROETR7TI\IFFFP.:IT'IOFFSPIFEM"-ID) 1;‘,7,?.—T-1 IIIIIIIIIIIIIIIIIIIIIII Lrli 1 .ENdEN,PEAAIELNIF0(RsETEZPNI-1EtT) `7*f.71.41 EFLI,i"TEL,PPRNEc'crAsP7E°R;D,,E,LAPI, —1,,' _., SIDEWALK EPTA,s;PTECLFMosNw2.. E=LDZIENSG 2.1:EANTP-ITECI:FOGNB12.. SIDEWALK.._ MINt 51.B5DB"SML:7 1 1 ..1 0 _ 41., sEom,oPE C) PRECAST CONCRETE VVHEEL STOP SCALE:NTS RAMP CROSS SECTION '0:21E2FERRTFIA:Nc:EP LAN) 1—..-A PLANNING BOARD A XX.XXX SECTION A-A MISCELLANEOUS SIDEWALK RAMP SCALE:NTS .0 CONCRETE RAMP HANDRAIL DETAIL SCALE:NTS 'fld""Z2°pfia,a,„,71,'ct,rd co'it:dcity of SITE DETAILS (Cs.) sari...springs. (1 OF 2) ("airPere°n) (Date Signed) FA'ilp'- roaFEA'l IsHIPETT7 1-17 RESERVED NO WM , ':(BP4R'ENi1FAr':,°sIEFJ1-701,1F,DEEIKR E'm`:"ErTFE gs°w g PARIaNG ,TT, HSC2' 0 0II "j , , ,, ! Y MUTCD NO.P4-6C MUTCD NO.P1-1C :7,' N'oc'oc'oc'oNN'oc'o'oco'c'oc'o'o'o'cHN'oc'o :, NO PARKNG ANYTIMESIGN 0 0 '-'14...i.""Ai*"'-' 11111111111111111111111111111111111111111111101 7PEECRAM'T-ACCMPE;E/ 7171717117771717W...-;:',,.,16,......4-4._ ^AILL-°R APPI'VED EQUAL' 23'0:99:°0"15,°3 11°0 21:30 44'56 3327: 'ir.....'-NnDAINCIAI:C=CE'IGNN ,-, ,-, , 111,..,4 40'9'0'191 12 0 140 502 433 DETEV117,11EVIWErliNC TR Li NIR'IIA7IDN G"'E ' A 0*_ 45'9'0'198 13D 12,526 462 50'9'0 204 12 0 11 7 528 470 11150, ..'.****141,411, coNTINuous coNN,,,,,,TE sETTING 60'9'0'210 180 104 600 555 P//411111 FICA'N4I-GLADECIF'ciN"1"ED ''. 1.1.13' .---- ,-.'teilLig U.CrFICSAETONT DETEATII "'9'°"'°19'9 6 6'°5:2 97 NIPT!WM EOTR2M,NEEFEYE,FJFIZS,TAEITUBREED'EVTOG-ZEEVICAESSMSAHNAlliFLAUZ71'END4E>,NGOTNHEINCC'OCEREZRMERIS:NT 1111,1 it, ...,.'1111#1,01 ,,,,,,,E COMPACTED TO 90,, 89°0:99:°0""2V,2244°0::10:42 30- ''''''-' L L PAIN'ED W"I'E 3\T'iSiE TFEInUF.OWiFFERTEDI EEF:DEAF:LETA:LE7,470REUFIAGER,,DEOEMS0EnELPLIC7EDIWItLZDDPEZCT'AZEGTWIATFENdINnIELD MIN hYllll;1711111777177W1111;111Will;111011111 .TWO WAY TRAFFC CIRCULATION ' ''') j /A/ =1DIrAPNDS'Y'RN4DBOL 4 N'FCEETRE'AF E°T'FH TNH'CDEU:TUNM'APIOER2=GSLUFRFLADCESHEAMilV2E4.0NSZE FDL741-°AYNT°F TRA'L"D'ALL'TEND THE F LILL A , g.1*4 A7 .. , .p.., . ...8,,,,,,o 1,A,, 8.,,TN0_i ',T,,,,,FA,Es,E,E,TiciEFL,E,,FR,,,F0,s,E,F,RiclisB,,,,,,E,E:s076:1,H2cAuLl,,,,,IBEE,HETRREA,AEDF,DEETDCHUFUBRBECOESNDETiEFF'S'ERFSFE°F 16' : 4 r lig L D A 6 4CAARJE6FONETT'"\rviAELSrE"2ICELEM NT C AE In 6 RNA IR I VP'AEn MI E D'INANF FTIRTECTI6N 6FNI,E4a&„„110,R,:G.E'l ITENREDDEAiCEL:At:RE D'iTIARFTEEIrE,ILFtHill'I'HCAGUN'il r'2E4'IrA'01FIATDC'IRRBAEITTGN/HSEIIEE4TDEEACID°:$RE WARN I N G FIELDS !ER'R'AinviR'EFET:ER/A,FA\71_IA017S B-H 9A1-LS SB ET TEN„'TFAN 4%STANDARD SPEC 609-3 06 MINIM 34 FG'NF'ASFA'L'I-11DIBEEHIP4FIP:1 ENFICTE liTE'RIRPEEFUEIARLETINATAT A:Aa'ARiri,i':ErFil",Tri r7°F.8:'N"'"5""WA' ,ED DETECTABLE TEXTURE WARNING DETAILS FTULV'FFLOAGETHEFaviN/RIErj'il;ITANRY S D'SEC 714-' C) 0 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS TYPICAL PARKING SPACE LAYOUT CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS TYPE 2A CURB—PRECAST CONCRETE AT SIDEWALK DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS MUTCD NO: RI—ID SLOPED TOP NO GRENAT, NO i / -‘\ PARKING . PAr . c, 21;A!,N,T;0T7 I ; F'BnErlSIITC\KW1T" Iii.=1\, ERR PAM LANE 0 0 1; ''.':,-.(6,..-'.2(6)-..r.-.:'2::-2-;(c_5).f...',(§)::----.'. L ,,, I 1.1 rivE,PT,IT.AFENEPrD:D m r-L'2ELFE0E7snrozo[nsANADNDH-LAL'ATNs - . — " - ----- -- - - -2 '.--/•'>2,/----.-- :-.-:. '—-.--2'-. I 2 .BOLLARD-••..,,. , ,w .w. 5%,,AELEvLAN2E,D, li , , 1110 , . ..... . . LI-7„ -----_,•p 1:', , ''.>.- , SIDEWALK • ' - --.IL_ — 1 4' 7 li.DEIRINE1:1;TI"si-VABNRAEIsIRKED7BAIDY M ' • -.-.•••-D : - — ,R z I PSk761,,E14P5N-1 e"1AEFIC • E" •••• ' -" ' .' '* 7, - •''• • , •• ' ,111-,,.1UI9 0 17'717:'1.11,!1 D7oPTN°21\-FpEPFNcpc:7' , . -r C) CROSS WALK STRIPING r) IITEIP-rir,GDIRAEmar'VE'DE REFLECTIVE I ,,,,,,,,,,,IN. —1– ——DE' Z g Co) /\/\/\ /' B011-18-APD 25°°Ps1'DEN0c07N` , 15 E C:Cn d \ i .,. \// VND 1 PF Z ER T A. STREET DROP CURB —f . a. LI 000E19Nro,18 110 DOUBLE DUMPSTER ENCLOSURE SCALE:NTS ;oz NOTES. - 2, PI z, JE '.c.i 1 FATF:A.71,?,crF,'INI-TaFTLYNIENsDpLATAR'NIEENIEEERDsD'Aip-pTEL,;:sFEIT,,E,:c‘s,usFNAEDLNTtr,dvgDFNEs",,EEii'siNFlu,Ai7NiF,caARTImoNs EFARcF'sL'EET'EmN'El'ENARRE'AD wRnAwcuT 23'PAP,‘'TSR 0?r:U RSIEIN"AEFDLW NAR-ClIFUSFNFBAANCdSIEIE:D:C'2DFN:AISFNBDHANNdUAFNFTUNRUE ;MEI OHRT A„ E 0 AL AL L NdEET NATURAL TAPER WEARING COURSE ,114 •- 44HGHT°F WAY'ALL BE'VIEWED AND APP'VED'THE ........,VggalriSititgirAtli BZERL::SEC 0 U R S E W E iii 4 PARKING&TRAFFIC CONTROL SIGNS 4&* CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS 4 P Lui ZL' BITUMINOUS PAVEMENT TERMINATION 4. A N°LE°N"L L) WileWS.740 V*,,' nDgTA'SATAGNgZAIL PER .r FINISHED GRADE li=falA-0'1,4tEBLOGKS FORWARD DuRING Z6%71'1°NS N° r 11.2.10,-A,\, 11=1-SLA(TTTICTACL')ENGAGE SHEAR -.-PEA.',1/rMIPI,7T 7ONSTUVGTIO, T 1 ilial I 1111111111111ln I PAVEMENT FiNILRFHDC'ARFEF:°°4 t Ift:01'4 41"MIDDLE BLaCK I FINISH GRADE 11,1,1E1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN cp,_IN_pLA,E/s LI p FoR m , at' FTPOEEE.ZIAVA7 ITASKTF.IIL2' I\J'Er‘NM LEDEORFAIIBOXIA'En ,,, .,L, , ,llffilllffill,,,,,,„.„, 00,,EcuRBIrlsEEloNs IMiltiti,\.= r',01‘,A-,r,F?EE,TFIEE.JLE gEccT":kLfEiANEs 0 .41 L'i ,11,111,11, we*„....., DE,AIL E SPEC CAT C) M ETAL SsEcAALME:NG.T.Us.I D::ERA!L 6'MIN IMNI att+ISVAI pAcTED,0 ND LEVEL iftii*AA 41 BOTTOM BLOCK =I LU' '-.*:t__.„*777;:l' .‘°''ESI-TACN°D'AR D PR°CT°R .-ak'W ,=34,,,C\Z: PSEPREFCERI'E'DEDB`=NDEREA4' PAVEMENT SAWCUT Illatta IIC1411 B u Ry DE_ ,-twifs,41,fillaliall'4, PAVEMENT TERMINATION „1114•1111771111 11111771T,11 L EVE LI NG PAD \*4'\a',\Si,'-*I7:\'4''-'4\''' rESL=rA''N'E 0 ,1,1,111 11,111,11=' CD AND SAVVCUT DETAIL SEL:LA,NNrcjugNTI so' ron'IX7.2P0-`,° C,OF SARATOGA SPRINGS STANDARD DETAIL SCALE:N.T.S. PAfkiREr:ANIGNes"EZLBCPRIBEEG:TWEB24i7pEiTc:FER Ng NOTEELRPL PLANNING BOARD#XX.XXX TYPE 1 CURB-CAST-IN-PLACE/SLIP 410 FORM CONCRETE ATTURF DETAIL TYPICAL REDI-ROCK RETAINING WALL A"""d'CC""Irt'Itie°Rflaral„ine:'B'ct:a°rnd adopted of Sara(tC4nprings. MISCENEOUS LLA SITE DETAILS (CnairPers°n) (Date Sign.) Z2L.N°'s I CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE:NTS (OP APPROVED EQUAL) (2 OF 2) Z D T—5 SCALE:NTS \ / NY-322.27 / NDN-WOVEN AFOTFATILE MIRAH \ I.N OR APEOUA PROVED L& IMPERMEABLE THERMOPLASTIC LINER PAVEMENT(PER SURROUNDING SUBSURFACE SK75 CHAMBER ENGINEER'S DRAWINGS) INFILTRATION SYSTEM FINAL BACKFILL _ INIAL BACKFILL � ,-x8MAX_ 327.49 MIN, 6"MIN 327.19 MIN. all 326.19 MIN. r 18"MIN. ST ANGULAR r.rr"LL'TpW Nv ou.�rzezan(Es jrzx) f 325.99 MIN. ENDTCUP A EMBEDMENT BACKFILL STONE BACKFILL 12"HDPE PIPE TO BE I 325.49 0 30 B$ k IMPERMEABLE ate o THERMOPLASTIC OR OV 324.44' I 322.99 12" " 12"T 51' 1 "6"MIN. SO DTURBED ° LINER(SEE NOTE) CAPPED WITH 2.5' 10 1s•nom 4 "A UNDISTURBED b�mz � 6'MIN BED \ FABRIC NONMI OVEDFI 16j NVEN E OTIRLE 322.49 MAX. "� Z SUITABLE FOUNDATION UNDISTURBED SOIL NOTES: ---- ---- --- -- \ CHAMBER SECTION ELEVATIONS 1.CHAMBER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 6.INITIAL BACKFILL:SUITABLE MATERIAL SHALL BE AGRANULAR.WELL MANUFACTURER'S LATEST INSTALLATION GUIDELINES. GRADED SOIL WITH LESS THAN 35%FINES OR PASHTO M43 SIZES I (3,357.4,467,5.56,57,6.67,58,7,78,8,89,9,10)WITH 2.FOUNDATION:TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL CLEAN,CRUSHED,ANGULAR STONE ADDED TO THE GRADATION.INITIAL 1 SHALL BE EXCAVATED TOA DEPTH DIRECTED BY THE ENGINEER AND REPLACED � BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT BACKFILL TO WITH SUITABLE MATERIAL FOR UNSTABLE MATERIALS,THE ENAIN MAY BE USED NOT LESS THAN 24 INCHES ABOVE THE TOP OF THE CHAMBER. ® __ E TO STABILIZE THE TRENCH BOTTOM,IF DIRECTED BY THE ENGINEER.THE DESIGN COMPACTION SHOULD BE BROUGHT TO A MINIMUM OF 95%STANDARD ENGINEER IS RESPONSIBLE FOR VERIFYING FOUNDATION SUITABILITY. PROCTOR DENSITY. STQRMWATER MANAGEMENT SVSTEM Hi 3.GE o7EXTILE:A hoz NON-WOVEN GEOTEXTILE FILTER FABRIC SHOULD BE USED SK75 S70RMWATEP CHAMBERS BY LANE ENTERPRISES,INC. 7.FINAL BACKFILL:SUITABLE MATERIALS SHALL BE ANY SOIL DIRECTED IE: r 9'�XeP TO PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL. INV TOM O9 BY THE ENGINEER.FINAL BACKFILL SHALL EXTEND FROM TOP OF BOTTOM OF STONE-322.49 4.BEDDING:SUITABLE MATERIAL SHALL BE A 3/4-2 INCH,CLEAN,CRUSHED INITAL BACKFILL TO NO MORE THAN 8 FEET ABOVE THE TOP OF THE 48 TOTAL CHAMBERS ANGULAR STONE.OR PASHTO M43 SIZES(3.357.4,467,5.56,57)WITH CHAMBER.COMPACTION LEVELS SHOULD FOLLOW ENGINEERS CLEAN,CRUSHED,ANGULAR STONE ADDED TO THE GRADATION,e.g..CLEAN. RECOMMENDATIONS. _LI - - CRUSHED,ANGULAR#3(PASHTO M43)STONE.MINIMUM BEDDING THICKNESS 8,MINIMUM COVER FOR UP TO H-25 TRAFFIC APPLICATIONS A erz 11OTAs1 1 1 SHALL BE 9 INCHES.COMPACTION SHOULD BE DONE IN LIFTS OF NO MORE MINIMUM COMER OF 18 INCHES IS REQUIRED,MEFSURED FROM THE - ' THAN 9 INCHES TO A DENSITY OF 95%STANDARD PROCTOR DENSITY. TOP OF THE CHAMBER TO THE BOTTOM OF THE FLEXIBLE PAVEMENT_ 5,EMBEDMENT BACKFILL:SUITABLE MATERIAL SHALL BE A 3/4-2 INCH,CLEAN, ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTION LOADS OR _ CRUSHED ANGULAR STONE,OR PASHTO M43 SIZES(3,357,4,457,5,56,57) WHERE RUTTING MAY TAKE PLACE. WITH CLEAN,CRUSHED.ANGULAR STONE ADDED TO THE GRADATION,e.g.,CEAN, 9.MAXIMUM COVER:A COVER HEIGHT OF OVER 8 FEET IS NOT EDGE OF STONE(TVP) L CRUSHED,ANGULAR#3(AASHTO M43)STONE.MINIMUM BEDDING THICKNESS RECOMMENDED.COVER HEIGHT IS MEASURED FROM THE TOP OF THE - SHALL BE 9 INCHES.EMBEDMENT BACKFILL SHALL EXTEND FROM TOP OF CHAMBER TO THE TOP OF THE PAVEMENT. zaK -------- -- - BEDDING TO NOT LESS THAN 112 INCHES ABOVE THE TOP OF THE CHAMBER. 10.IMPERMEABLE THERMOPLASTIC LINER IS REQUIRED TO BE _ ---- ---- `` iNv oin=rzrza.as(exweere) INSPECTION PORT(TYP.) NO COMPACTION 15 REQUIRED BUT AN EFFORT SHOULD BE MADE TO HAND KNIFE INSTALLED AROUND ENTIRE SYSTEM. - sv STONE INTO ALL CORRUGATIONSTV . _ IEFF OO I \ 2 STORMKEEPER SK75 CHAMBERS Q�o A-_ <_ I \ SCALE:NTS I a o a a R a aS a A Q a o4 AV A A 4"SCHED 40 SCREW-IN CAP a NVLOPLAST 2 INLINE DRAW coNCRETE COLLAR oa a-- °\ BODY/ ANDS FFRIAME(SERE PAVEMENT -1 NVLOPLAST DWG k GRANULAR WELL GRADED ---- 7003-110-044 FOR PAVED SOIL/AGGREGATE MIXTURES O AP P L ICATIONs/AEE Dwcq zn„Mua. r SUBSURFACE STORMWATER MANAGEMENT BASIN#'I 7STIONS0-045 FOR D 40 PAY 1 UNPAVED APPLICATIONS) SK180 CHAMBER 4"SCHED 40 PVC COUPLING {7 4"SCHED 40 PVC 0 5 10 20 40 8 N SCALE:1-10' NOMINAL 3/4-2 INCH I I I I I O CLEAN CRUSHED ANGULAR 1 CONTECN ATONE E 0M OR HOLE SAWLREO'D)HAMBER 1.c MAINTENANCE CARTRIDGE DECK ACCESS WALL O - LL 27'HI-FLO GEOTEXTILE,OR EQUAL CARTRIDOES AN, of(6)VALLEY - F► LOCATIONS O FLOW coNNECTION DETAIL Z FRAME AND COVER - - 27'DRAWDOWNN71 NATES: CONTRACTOR TO (DIAMETER VARIES) FRAME AND COVER SHOWN CARTRIDGE 1.INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF(5)CHAMBER CORRUGATION VALLEYS GROUT TO FINISHED 2.ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. RADE ATCH OPTION FLUSH STORMKEEPER CHAMBER a WITH TOP OF STRUCTURE) GRADE RINGS STEPS INSPECTION PORT DETAIL (LOCATION V (As REo'D) MAY VARY) 3 SCALE:NTS 62e MIN U3 MAINTENANCE ACCESS WALL PLAN VIEW Q' 3-4' LOW PROFILE FRAME; CONCRETE DIVIDER TO MIN. GRATE&ADJUSTMENT BE 4"THICK AND 12"HDPE PIPE TO BE 10 GENERAL NOTES' COURSE KEYED INTO PRE-CAST CAPPED WITH 25 - 1.CO N71CH TO PROVIDE ALL MATERIALS UNLESS NOTED CONCRETE MANHOLE ORIFICE - OTHERWISE. ELEV=327.76' INV=322.99' 2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECH TOP/COVER ENGINEERED SOLUTIONS REPRESENTATIVE.w TContech ES,c 3.JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN 5'ID ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION MIN. O z e CONTAINED IN THIS DRAWING.CONTRACTOR TO CONFIRM PRECAST 1u STRUCTURE MEETS REST REMENTS OF PROJECT. TOP OF CONCRETE DIVIDER RECTANGULAR 4.STRUCTURE SHALL MEET 0.4SHT0 HS-20 OR PER APPROVING RISER w ELEV=324.57(MIN.) WEIR,1.0'WIDE; �Q- JURISDICTION REQUIREMENTS,WHICHEVER IS MORE STRINGENT, INV=323.88' 1 V INLET PIPE ASSUMING EARTH COVER OF 0'UT 3',AND GROUNDWATER o0Q NV-322.99 ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. 11- _NN ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER 10 _ y}IL 12"OUTLET ELEVATION.CASTINGS SHALL MEET AASH70 M306 LOAD RATING RECTANGULAR WEIR,1.0' 15 HDPE OUTLET PIPE W J Z m PIPE AND BE CAST WITH THE CONTECH LOGO. dd- WIDE,INV-323.88 OUTLET INV=322.44' INV=322.49' 5.STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO TO BE CAST OR CUT INTO IN BASE 7 z J Jf0 ASTM C-478 AND PASHTO LOAD FACTOR DESIGN METHOD. S CONCRETE DIVIDER ECTION a 9-3^ 6,NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE,OR AS 12"OUTLET FROM z SEPARATOR ;IS DIRECTED BY THE ENGINEER OF RECORD. 12"HDPE PIPE FROM JELLYFISH INTO OCSi, T SKIRT CARTRIDGE SK75 INV-324.44 INV-322,44 / J z 0 DECK INSTALLATION NOTES W A ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION 5'MIN. PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND Lp_ SHALL BE SPECIFIED BY ENGINEER OF RECORD. SEAL PENETRATIONS 2-0 WITH NON-SHRINK OUTLET B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING GROUT OR FLEXIBLE _ CONCRETE DIVIDER AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE(LIFTING INV=322.44' 15"HDPE CLUTCHES PROVIDED) BOOT CONNECTION _ 0.50% C.CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE,SEALING (TYP') THE JOINTS,LINE ENTRY AND EXIT POINTS(NON-SHRINK GROUT �o 44..QQQ Q 4'-O"0 WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) oo4.O`6o °�° D,CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT tJW� ANTI-SEEP COLLAR ELEVATION A CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. 6"#1 CRUSHED STONE E CARTRIDGE INSTALLATION,BY CONTECH,SHALL OCCUR ONLY p p NOTE. AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS PLANNING BOARD#XX.XXX STORMWATER JELLYFISH JF4 BY CCNTECH,WITH 27"CARTRIDGES CLEAN AND FREE OF DEBRIS.CONTACT CONTECH TO TREATMENT CAPACITY=D.23 CFS (866)"ATE CARTRIDGE"STA A"°"WITH SITE STABILIZATION A' SUBSURFACE STORMWATER MANAGEMENT MANAGEMENT ONE YEAR DESIGN STORM=0.15 CFS (866)740-3318. Approved under authority of a resolution adopted BASIN DETAILS 4 JELLYFISH JF4-1-1 FILTER DETAIL 5 SYSTEM OUTLET STRUCTURE[OCS'I] (Date) by the Planning Board of the City of (1 OF 2) SCALE:N.T.S. SCALE:N.T.S. Saratoga Springs. (Chairperson) (Date Signed) PROD.N0:780.00 D T-6 SCALE:AS SHOWN DATE:05/07/2019 SHEET 15 OF 17 /^YG r / / I / OBSERVATION PORT (TYP.) 00 I/ I / INVa321.11 / r r NOTES: / CDS UNITS SIZED TO PROVIDE PRETREATMENT FOR 1007 OF THE WATER QUALITY VOLUME \ FINISHED GRADE ELEA. (MIN) = 324.00' AT TOP OF STONE = 323.11' 24 TOP OF STORM TANKS = 322.61MIN AT lBOTTOM OF 18" STORM TANKS = 321.11'PAVED 6 BOTTOM OF STONE = 320.61' 1URFACE 1' MIN MAX �. STORMTANK — / SIDE PANEL / 3/4 — / / STONE SIDE / BACKFILL LIMITS OF STONE BACKFILL / (TVP.) L< jF 6' MIN STGERHART ST -18 MODULES BY BRENTWOOD INDUSTRIES (OR EQUAL) INV- 321.11 3/q" ANGULAR STONE LEVELING — AED UNDISTURBED — s,g SOIL ______ ____________ __ a 8g -IB xOPE 00.00R� gg'-18' x�PE 90.ggS� SAN SAN SA SAN SAN SAN SAN SAN SIN SANS S E =121 �1_ G, M NOTES AN 324.44 '� LANE Nvo.=3n„�uMl ouT=e;me 81373.64 CS) _ ro DENOTES CATCH BASINS To CONTAIN Inv In=373.62 c"tSezl DEEP SUMPS (4.0 MINIMUM SUMP) 313.61 (E) ++ nELL��suzT I„T Out= �Nv ou-Tz I(ol I 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 OPTI GRADE ON FLUSH WITH TOP OF STRUCTURE) \T �� • \F<p� A GRADE RINGS STEPS \ / (AS EASED) (LOCATION V MAY VARY) 62MIN MAINTENANCE ACCESS WALL PLAN VIEW %' ANGULAR STONE BACKFILL IMPERMEABLE THERMOPLASTIC LINER (SEE NOTE) ELEV= 321.11' \\/ FABRICGMIPAFI16ONExnLE UNDISTURBED SOIL NOTE: MPERMEABLETHERMOPLASTIC LINER IS REQUIRED TO BE INSTALLED AROUND ENTIRE STORMTANK SYSTEM, BRENTWOOD® STORMTANK DETENTION ��� BASIN CROSS—SECTION DETAIL G SCALE: NTS 3'-4' LOW PROFILE FRAME, CONCRETE DIVIDER TO MIN. GRATE & A JUSTMENT BE 4' THICK AND 12" HDPE PIPE TO BE GENERAL NOTES' COURSE KEYED INTO PRE -CAST CAPPED WITH 4.0 - 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED CONCRETE MANHOLE ORIFICE - OTHERWISE. ELEV= 325.19' INV -321,02 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH TOP/COVER 2-5' ENGINEERED SOLUTIONS REPRESENTATIVE. w Co to hES,c 5' ID 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN MIN. ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM PRECAST STRUCTURE MEETS REOUIREMENTS OF PROJECT. TOP OF CONCRETE DIVIDER RISER 13.0” DIAMETER 4. STRUCTURE SHALL MEET PASHTO HS -20 OR PER APPROVING ELEV=323.10(MIN.) ORIFICE JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, INV=321.74' 12' INLET PIPE ASSUMING EARTH COVER OF 0' TO 3', AND GROUNDWATER INV- 321.02 ELEVATION AT OR BELOW THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD THAT ACTUAL GROUNDWATER 12" OUTLET ELEVATION. CASTINGS SHALL MEET AASH70 M306 LOAD RATING 13.0 DIAMETER ORIFICE 12 HDPE OUTLET PIPE L FEE PIPE AND BE CAST WITH THE CONTECH LOGO. INV=321.74 OUTLET TO BE INV -32041 INV -320,52' 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO CAST OR CUT INTO IN BASE ASTM C-478 AND PASHTO LOAD FACTOR DESIGN METHOD. CONCRETE DIVIDER SECTION EE 5'-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 STORAGE GALLERY INV=321.11 INV -320,41 DECK INSTALLATION NOTES A ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION 5' MIN, PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND I.D. 2-0 SHALL BE SPECIFIED BY ENGINEER OF RECORD. WITH NON -SHRINK OUTLET SEAL PENETRATIONS ¶ B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING GROUT OR FLEXIBLE INV=320.41' CONCRETE DIVIDER AND REACH CAPACITY TO LIFT AND GET THE STRUCTURE (LIFTING BOOT CONNECTION 12" HDPE @ 0.50`e CLUTCHES PROVIDED) (TYP) C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING QQQ THE JOINTS, LINE ENTRY AND EXIT POINTS (NON -SHRINK GROUT o�Qo o'6 WITH APPROVED WATERSTOP OR FLEXIBLE BOOT) `6 D, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT ANTI -SEEP COLLAR ELEVATION A CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 6' #1 CRUSHED STONE E, CARTRIDGE INSTALLATION, BY CO TECH, SHALL OCCUR ONLY NOTE' AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS JELLYFISH JF4 BY GONTECH, WITH 2Y CARTRIDGES CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO TREATMENT CAPACITY- D- CFS (866) NATE CARTRIDGE "STA A"°" WITH SITE STABILIZATION AT SUBSURFACE STORMWATER MANAGEMENT ONE YEAR DESIGN STORM = 0.22 CFS (866) INATE C18. JELLYFISH JF4-1-1 FILTER DETAIL 5 SYSTEM OUTLET STRUCTURE [OCS2] SCALE: N.T.S. SCALE: N.T.S. 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 0 36'� r 2T o Sao �c®cmc c �_o � 0 j oDO0oD0000QI,�G �B �IU ED 0. CW oo ®nom �aooD ®'R 6, moo 0 . 000000�a00000 TOP ISOMETRIC VIEW FRONT SIDE 18' SIDE PANEL STORMTANK'�MODULE NOTES: 1,T A. CONTRACTOR TO USE CURRENT INSTALLATION STORMTANIW MODULE INSTRUCTIONS FOR PROPER ASSEMBLY AND INSTALLATION PRACTICES AS PROVIDED BY THE MANUFACTURER. NAME HEIGHT CAPALMTY VOID NOMINAL WEIGHT B. SIDE PANELS REQUIRED AROUND THE PERIMETER OF THE RATIO INSTALLATION ONLY, UNLESS OTHERWISE NOTED. C. SIDE PANELS ARE TO BE CUT FROM A 36" PANEL AT THE ST -18 7g' 6.44 BE 9S.S 22.7 lbs. PRE -SCRIBED LOCATIONS_ BRENTWOOD® STORMTANK r MODULE DETAIL `J SCALE: NTS PLANNING BOARD # XX.XXX Approved under authority of a resolution adopted by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed) kcGEE Road OVERALL PARCEL AREA (8.423 AC) LIMITS OF CONSERVATION AREA A 't, CONSERVATION AREA (7.24 AC) NO DISTURBANCE/CLEARING WITHIN CONSERVATION AREA. CONSERVATION AREA TO BEMARKED WITH FENCING PRIOR TO CONSTRUCTI N. SEE DETAIL 1 THIS SHEET FOR FENCING DETAIL. —322 rya A 'Ir J/ 328 J C�ff '2 _j ®o SAN SAN SAN SAN IAN SAN SAN IAN tSAN STATION LANE — — — — — — — — — — — — — — — — — � CONSERVATION AREA PLAN CONSTRUCTION z ACTIVITY 'STP ovr CONSERVATION �P gun AREA T TEMPORARY CONSERVATION AREA 0 PROTECTION CONSTRUCTION FENCING SCALE: NTS PLANNING BOARD # XX.XXX Approved under authority of a resolution adopted by the Planning Board of the City of (Date) Saratoga Springs. (Chairperson) (Date Signed)