The URL can be used to link to this page

Home My WebLink About20190232 Flat Rock Parking Centre Permit Set 8-5-19 0 RaH11011F"ae"I www.bettecring.con„ Saratoga Springs City Center w Parking Structure envision ARCHITECTS 3...street 1,207 silbjnYi4N:2‘.vi'Br vm„,envisionarchitects.com 522 Broadway, Saratoga Springs, NY 12866 Structural Engineer Ryan Biggs I Clark Davis iIIII,IIII 1111 gi;tountiZris,,RNF612o65 _---I :--- Civil Engineer 1 Landsc.e The LA GrouP ..,,4-TE.,-_,_•,__,_--,.__ , H ,__,,, ___if , 1 4,::01-7,,,,,,,,z-77--f-,T71:7, -f.,,-----1--------,-_,. 11, ---i,-- T / - Saratoga Springs,NY 12 P 518.587.8100 '-'15,::::,,I-OZ-2,4q-Zaikk;:, r,,,---- _,--__, --'L—T-'11 [--7-.7-1----4',- , ,,--,,_,,, 1-----4 Mechanical/Electrical Engineer Friedman Fisher Associates,P.C. .1 14-f-----—II- L-C-A---f-- n1,1.4'-,-,ort[IA i$4=1-,-_-31 ET---v---- .----- 000 ri•--'rl i 1 1, --- '!--vi ----c-c T4 IFF-r-gia - 'Ff-,-1 _,,, ' '''., ;:i- littlati P 518.458.7040 ------ www.friedmanfisher.com „-; ,,,,---]-,-----f-ti_J ,--.-- ___-:1--1----i -i-z-z±h1 ,'---,,----7, I- ,,' -I. _---'----------- 101:LL1IN —H!----- ---'7-:---'' Kon iiik!"!---,1 1 1 f-1---,----*-,„1,„-izT,71','46,- 1 it H', ,t,,1 ,,, h L_±,_:,,,.,--.-_ -0,--_,- -- ii 0 vii,l;L_ VVilliam E.Dailey Precast,LLC i,11 rA: it I-on I t_ ---_:_-__,:_--1 '---, '-'r- --4-F-LJ hr_p prii_J-4_ --HI 295 Airpoft Rd ---__-`,1 II_!Ill- ___,I, ---= _--_-f-1 _-,-_---- --,-„--._ --- ,-,--H,-,, Shaftsbury,VT 05262 ---- t gl_ --- i ___ _-..st-d__ P 802.442.4418 LIRA 11-----,-71--;ivir 7,1A v.'"1 ----''-' --=L I ,1=, -.-'-- ___ ri--1 I . . 1...,..T:)-'' 1 ,_-_-,_- ' • ,‘„,.,,,,,,,,I,..„ m, J___ _-_-9 • Ar_,- „,-------------- - ------,,------- r-7,i', ------------ - Saratoga Springs -_ _ City Center _.....-------_------ --'-- Parking Structure Saratoga SPririgs,NY ELECTRICAL PLUMBING ri3COnICelnical Drawi„g &ODD Electrical Drawing RE SUPPRESSION ,o0,pinrnbirig Dr., Drawing Index ARCHITECTURAL 0+ CML fOROUOCTLStTcLtural Derawi„g AH001 Code SummarY A-002 Code Plans GENERAL INFORMATION C-000 Civil Drawing FA:1'0”=er11,12:livdelLe'vi:R"' r0'0'=err:lie:m.6.n FA:1'023 121_:::23= FA:11"0:LL:eel:crop) qq.9.15/ A-106 Roof Plans FA:22'02 taatti7s A4203 Enlarged Elevations FA:241011 EVnt'g'ed Plans A-402 Enlarged Plans A4701 Stair Sections IttlX1hZ:rirOf°;tcertd architect,to alter this docurnen Aa l'37dtgnia\rti:levat's any wa, Cover Sheet G-000 PERMIT SET Z1VET 7/8/2019 5,0• 3,. , "7:1,1G:UORFEFiLL arEATREARNg I:g TO M 0 F GRAB 1 EXIT SIGN CLOCK -FIRE ALARM HORN /CLEAR SPACE/ RE /I TRBE 3.-2" cENTERLiNE.gvn-0--J. I Fil1L152H-Ig'rED=',A-KER ALARM SO ] r RI 0 mEANagir,gErAT, 1 R.,, , ,-, ili = SN it °1=RPEEN E 0 j_,' N • —1. ' :EENNizeREIFI-VH FTRTAH:FL,TA:,,,NHI;TuNcLDHLso:TuNsTDL;ET°:R°1-73 12 :`,;u11-1.1'114',E7'sthte"1 g L.— Aw. ,.., , , FOIIVIA_VHCARE ..11241 j „ I. 1! Ik..Z.., ,' ,ft• CENIT:Fl;IZ'0- . 9 "TLET \ , >t'' L'l ! Ell ;.:71\:lit C- CONT BASE :TNTSTRTECNNO CONFLICT WITH BASE F..FELVLF't 0- I_ TELEPH°NE RECEPTACLE '-ITAITT7C')IhrUNIT ITZERUIXTEPTACLE TAIstEJRPZ2glIGEPRELYGE"VARY"EATLY."NRIRM T"E AND GI2E R°R Y"R"°jECT Equipment and Device Mounting Height Diagram and Notes ,,; 1-"E-,-AN ,0.\/1\;;,1/4:17°,1-°SETSIDEWALLELE"TI°N All)ri; 0,1-°SET REAR WALL ELEVATI°N envision ARCHITECTS lii:kili:.iiE.rIEE,i=AIF,,,NiE/EIIDE:B:0),T,s-LiAATT71.,'C'ErNIECNI-IFE:qr_iNCIE's°-rf-rAsTARTEOLAiiRTZET_ToucDA-4co'isiA-srAiltiZARLEL-INNI-TrAiigsATIr_liVECTEArig7E-r-irLE Afbjan"y1,71etr`efotrk 12207 P 518.462.1848 5,0" "r0rORFET1Ahll 1K"T°,j-VOVQ11°AEORFR:XAB BAR ,,.2. WWW.envisionarchitects.com /CLEAR SPACE/ IS'OtTZgigRE)g-ArLIGN/MGYPEE1=1"TsW[171-191HE PARRECTErCTTHgNINN'E\.LLATI°N°R DEVICE°AT THE""E H EIGHT°'M E t„,c_ Z '4" ' Structural Engineer Lc1j, • g E rf 1 liG. ,., ' i,NtEggEr EP. 1 ? 11:17N'IDrilFTIfffiBT#1!IiRIT iE,RL'I l r I BlIVIIEHTN RI:Lt1;B;Nct:A1221:1;1KTAAsusFIHCV:ucEIToloTiL2TDiN:1°ErrnNRA''EL°Pul'FI s' Ryan cgs!Clark Duos 257 Ushers Road .w. C) II:j', ".', ' E_/-11' - i-oi,TvHcAR -•i rg.APNRc°,yc!,°v,),TN,i-li-ziTiz,c,:cuEN,rTDDaraig\-ir',Truix,:Erg:srkEtNEss-r,REL-riirioN-RE-RED-PR"ERL"E"RE P 518.406.5506 www.ryanbiggs.com t L:I F.G. ':-';', 6Tr.:L. ,' IsTe. MH7.INSTALL PANEL BOARDS SUCH THAT HIGHEST CIRCUIT BREAKER IS NO HIGHER THAN 6,0"AFF. \ \ .-- R 2,0" 2 VIE111:1A-ILELYEUIGI\IAITSCSHNEgTg°0ETPHTEARGWVE.THERM"TATG'ET'ARE INDICATED°N WALLS IN PR"IMITY T°°NE ANCYMER'ALIGN Civil Engineer/Landscape 2 1 1/2" Eill 7„ , CONT BASE 'ZTSEIBrITNCONFLICT W.BASE TAt°11:1/El:/rRPZIODPEPRELNYISERS""GREATLY."N FIRM T"E AND SIZE R°R"UR PR°jECT ME cc=itv,Iii-rgt'xRgERPoTi\N=TigggscrTD,%Ei-,rWARmEalr2 giNITI TS Er 1?1:1°E°D1!FRAME'L°CATE THE NEAR The LA Group i Saratoga Springs,NY 12866 P 518.587.8100 FA 'ei riaf‘iro.1-"ET PLAN 'GO V:=Fro.1-"ET SIDE WALL ELEVAT'N 'Cli rial..V.TI-Ro.1-"ET REAR WALL ELEVATIC" El_ MH12.WHERE RECEPTACLES ARE SHOVVN NEAR VVALL CENTER,CENTER ON WALL. MH13.SEE SHEET A2.2 EQUIPMENT PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL NOTES,INFORMATION AND REQUIREMENTS Mechanical/Electrical Engineer 22 Aviation Road P 518.458.7040 'FolicET4YIAI'TIYIEEICI-ci-LEiAcsOYRIE:IAjiiii,igasi:11:EAsTri_':iliFEAPZRLisIELDFEIFLY\IFNIR271'ij'aili=Tig.RuEPOu2FTT:Fs°EREmfrioZ TO Ti grETc?ii%gTrErgisiNvgiNJ FE?.716'rE iE'EFciii:T\I'N'Asill?TiTH'FIN:PROEiggPisTAuRsiNAlAniY:"Ii2;1'7'2 wwwfriedmanfisher.com '-ririi7:1uArr lisNo'stivFE'sRArYcoHurRrTZTIgifr-rEOLrETTH:ou-cliTrTATCCEEDsTRTET 6:CIC;IVIvigii-cri=oGNZf,'ctrijtvTEINIiIC!RED ccc ZIEZ:%tiEstEivgsgEn MIRRORS SYE'SI E c_ 1Nilliam E.Dailey Precast,LLC -„rivAtERcLosst ELEvAtion FoRwAtER aosstusso on EliiTEER'issli'HATicgiENEYiiEgisiNiHEstliAoso iiRHLPIELuiLlICEER (,(',121,11j)°R SMALLER 2,0• 2 0 iEFTE"FE lii ' UNDTCMI 2'.0" t t 295 Airport FRd Shaftsbury,VT 05262 P 802.442.4418 , im tr <'& l'ANIDAT'CLCGET LIFF:INAL DIII,EETNI2FP2' IL2VAVAT°RY lit''BARG IltkI3 BARG 17iPPENSER DIDlijEIGI';EIIIRTIZER ISPPEERNTSrRVEL '"ND D'' IEVEEGLILT=R AND rilsClij("TR:'''CNIIRRIN Ir\'''t R°R '''''R‘i:AgaTA.LE EVC°G-11r ED "TOWEL BAR IS,1,,,NrighilG MERGEN, Saratoga Springs I J Toilet Room Fixture and Accessory Mounting Heights T"SH RECEPTACLE i ,;iLli_EL.,ScT.AZON City Center DIMENSIONS ARE FINISH TO FINISH FI,ILL;;;;;TKE j IrGA;;HI;ANCVKE H,;„pliiiis‘E'FiNiLR-TiNG 3i_cA),rr,,,y. ,ZFTERWIGE 2'11" Parking Structure Saratoga Springs,NY Aii.'iTssul3.3). UNDERSTAND THE DIFFERENCE ,C,'111,:r-1,,ol rE, 11rErIIIT'LA ITIrAEBIr IF IE IR °REJTmAdI'il r DETAIL NAME IggIGfiTAIT'llOTIR IF-DIY:Aril]RIGZ FITT!EI I:1L,'I:E 1_Room NAmE IIILEJTMAI3LER-1 irk/ALR-1 0:r1rGED 7 riLE=II°N 1 DETAIL PROGRESS PRINT i View Name.2.R NUMBER ... R7-77_ AM II\ #'4".A.FF eghp 4 2 '7',XY:1 -"SE e <> A NOT FOR CONSTRUCTION 7/15/201912:29:51 AM W. gir \ ' CALLED -Th-17ggIK1'/I=I3ER.17 ViEr Vilii Description 'Ilig'El\DA'ERE alLGEN1? IliEviEBTER_I ril6larER_I .rDLE'rNAIL nEs\giMoN 3 ZWER u,,EBTE L SCALE I N°RTH Li,m;=-Nri,z'N'PE 1!IZRerED DETAIL TITLE • • IIILELIMIII Nr=1/11I PARTMON TYPE DESIGNATIONS NOON,DESIGNATION 1:111'.':ATION SECTION...ATI'. DETAIL...NATI'. r1,11-1:TiCAATTIIIONN ITEXIIICA110LNEV"°N IIIT:="CIN DNIZIATIOHNS IDIrSTgATION IX'S:NAVII ID rSIGII‘TrliON No. Des..PR an Da,. Symbols ,,,!: 'FRF 'IrIITIF=TFNL'IcT'R I'',c"P,',-',.EITIIIRiPiAll'NRYUNIT DEwG DRAWING EFFIC: EFFIEZCOEPETG GYP DR GYPSUM'GARD'DR)ANALL r' IIEDE DIAMETER ME I'll'D'OIL,'ErEl'IGMT:TI24II'VLIIAARNgIR NID NDT"DDNTRADT GT QUARRY TILE Z jArVEIIIETAYR GLAZING V: VINYL DDIMPDGITIGN TILE 24 ' ''TT'IM°F Il'iB '‘FiTgLITTEER BASE )<<EI;T DEIP§DCAL ERFI\i ET:EA'EIRE RATING 'FR' 15'L7R=IM ETAL MECH MECHANICAL TITGENIZETER I:12F ZRLIWIEET FLOORING iir/R TrANOsFpARENT..sT. WiD =ID 1:!-!_, 2 mirDiANiETER 'rv,,'FD IIECNITIIE4IYD°PEN"' PL PLATE °AG "'ENDED AC°L'TICAL Tr TERRA'° t IrNEORg/IIIENUS AD'i FliGSr-2EFrifir;TEED SR B tr,E,ILGHTIL:IILEYRGIrSIE T P TYPICAL Id?Utufi'inll,t=dfirrP'titZillifisoscnfifi't7;t/. 11 Abbreviations General Information al F,i,,,i.,bini,,,-7,:ii,,,,,,riesttr:ddh,,,,,,,,,,=v;.tiTtEsruravai,,,,e-...EifrnyeT.NAL,,:::,,.,,T.Au,0,7=TeiropNot„,teas,----tions'"'sib'-rernernber eve'''''''"se'n'br"iat'n'"'re"ding in'''''n er a handwritten discipline;typing a few more lettem is little effort,tevt blocks are much easier to manipulate and edit end full words communicate significant,better than an abbreviation. _ G—00 1 .-,-..,„rt FTRN,,,,E,,liTTuT,,G,,,RELEFia7,,,FsEA,NA,,igT,,,,,upR,,N,EiFT,Fg.:TEEtii-,F.,:iFTFAANtYpiziii,EFRR,,ms. ,-,1,-- 2401804 7/8/2019 E"e r"Cat reTVI'" I I General Code Information APPliceble Codes i i EDIT TO MATCH PROJECT !,,_, COUNTY AND CLIMATE ZONE 12n, GIDRITTIECZ INF'DOIRRA;7\"%EN' NC FC Dela...County—I 6A—I IECC Ta.C301.1 22E0155 It=iaatti=1\E'r:r=i=tio„Code i'ElEriONEFIEIRCE'DTAIGHEE°DE r'E'lC Requiredl Providedl ":07A7s=1!1:::::ttiRe:inr1;:=... R-t#t— SUCF I—IlrGer 22 Century Hill Drive,Suite 201 Latharn,NY 12110 .7.5ci %Ilt E TS44,4 1 P 518.213.1010 www.bettecring.com .15 for 36"below I:: ECC Table C402.1.3 Feit:tereo=q=ntleR R-4.75 ECC Table C402.1.3 Requi* Provided telr1Z2 5.. W N'Iti'Zr'n'jl--EF:cctt:rr--EiCti'aEbreer:i::Lion = jl--= TT:::tt°02,1 EAI=Ireriltg Height Re TO' —tRitrire:t IS'itai'Z'u-P-xEr2N.-E"""D"' U-0.77 0.40 U-0.. ECC Table C402.4 ......Nun..r'Stc.ries NITTIECCAII!IRNIFC0"E'r 4 Allowable Area RMATION 92,0ao f „tt,„s f IN TT:t r044:,34 IBC Table 506.2 0.2 x or equal PF x 0.5 0.48 ri: T:::2:44 —LindSi VI DBler Room 2,203 sf allowed trt.ttsf x 10,0K IBC Table 509 sPS,1,1E 11,:rtt e..1E1.Ei,'Eum U-Factor LI-EO:VD OM TT::':°,2;.44 0.40 Z:: ECC Table C402.4 1 2'2"Rgtairr:edil —Provide:II<1E'DR 1LeEr=e1"8.2.3 6 1Constmction Type envision TYPE-X— IBC 602 tirtkil,t ECC C402.5.1.2.1 No less than 0.20 tirtkil,t E TTT:alleee F44E „- : IBC Table 601 ARCHITECTS 52 James Street C=9,nkir CDRITTiFccATiPNI:coZT‘TioN Albany,New York 12207 nil:::::In:O:ao: 2T::',1tE Fir,.Grid.tructidd NOTE NUMBER OF STOREYS.— i —IPDTEiLAT ION it P 518.462.1848 No less than 1.00 Roof Construction OTHERVVISE 2HR ti:riVeol' No less than 0.40 No less than 1.00 E_ ETTT:'11:..c444E F"::::toann=nrarent—r""--" IBC Table 602 www.envisionarchitects.com 7 IFFiirreerd'enr'"R'tecti'n 1 Require'dl Provide:1 1 nr" Structural Engineer 1HR or Sp 2,r 2 Hr IN I-real:508.4 EIETelii lAAPiRti,ET EHCETETF ED E— —EIETZT:liC'TFTEI jlill A N D 1 hr x 4 stories IBC 713.4 Ryan Biggs I Clark Davis 1 Req.ireal Provided 1 257 Ushers Road Clifton Park,NY 12065 A COMPLETE AND THUROUGH CODE REVIEW SHOULD BE ONE OF THE FIRST TASKS WHEN STARTING ANY PROJECT B P 518.406.5506 TT3n,=;;RT:g'll'uN,IcNEE'VD)usT.INgin,LEEDsZNDLYEgliv.",tr.7„Fs,VcrgTErIGEF,TR.)0:pPER=PERstrc.Tc,NNC'E'TREN c .Minimum IBC Table 803.11 www.ryanbiggs.com Class II prCordsel,::Minimum IBC 804.4.2 THESE ARE SCHEDULES.USE THE FOLLOINING TOOLS FROM THE SCHEDULE TASK BAR TO MODIFY THE SCHEDULES AS REQUIRED: SUCF 1B-2 5.. Civil Engineer/Landscape itttiP:F=1,.i.her. N'Zteedd Net Zeo:ileedd Light Hazard IN 99°056:.1 The LA Group IFEEORT-1 ENTETTTIgEEORTEERTIEREBRIFR:E7RtiTioF:TfEiDitRT:E;TRDIT HRs ER s:D u L E 73;0; 75,0"Maximum IBC Table 906.3(1) 40 Long Alley Provid-4"i"im'm t TT=:=1j Saratoga Springs,NY 12866 SUCF 113-1 5.b P 518.587.8100 TaHcEoENIATrcETisocNTZ.E=TA:oR=Yr:sE=ID,PAToVrFEERcronffiro7E'RIffilARLEaniggrr12tOZAAZE ii- 1 1 1 www.thelagroup.com INHOLE. 100 s etc:iimp'acriet D"RR eitt IBC Table 1004.1.2 NFICZTglikli;LLZINE.CoODDEE=RnitTNNE=NU LE CAN STACK IN ONE COLUMN ON A 30 x 42 SHEET,FREEING UP MORE SPACE FC ii-lS5A7117'TYPE FARE YA°NUDR Mechanical Equipment Room-„,„4/#sf —E 13,E g'isisff II:ppir tgrceuRp::: 1 Mechanical/Electrical Engineer Friedman Fisher Associates,P.C. vat EDIT AS PER OCCUPANCY REQUIREMENTS— Totai seonq Hoor :tit' 22 Aviation Road Albany,NY 12205 l'sitra::Egre''ifiPOIRNTINsIIRETEI°R:o L, Alkwance P 518.458.7040 R . tar IBC 1005.3.1 www.friedmanfisher.com tar IBC 1005.3.2 tktt"IBC 1010.1.1 irCI-CrUAXNECVRTQUUZIIIZNATNT— 44" tktt"IBC Table 1020.2 Precast Concrete rcnc:s'ini'Aret:=E:. #IBC Table 1006.3.1 Required Provided IBC 1009.1 1Nilliam E.Dailey Precast,LLC . EDIT AS PER PROJECT PLAN nil=::itn'ik=sP-rartfai'=" 300,0"Mr....Maximum IBC Table 1017.2 100,0" #11„,Mazimum IBC Table 1006.2.1 295 Airport FRd i=t,F,iro=ttncrrrtt:.ng L"AT"N'DE'A''TRANCE 5011;—itir-ititlettn:IN T1:12'10e..P2E'l Shaftsbury,VT 05262 P 802.442.4418 11 k‘ecessibility Requi* Provided www.daileyprecast.com .. L ,Minin, DOOR,: Ye' tkti,t EDIT AS REQUIRED FOR YOUR PROJECT E p:,,j,space BC 1106.1 Yes Y BC 1109.2 Fil,11.-Drri'Mg iLNIINTEsED I/EV FT ri YP It;BPI 2 j E C T 12 INterior Environmme,,t Required Provided m NAlratirceal LI2ghl:Mien iinir1gOEFR=LFvt"FloAor Not Requir:: Ad..'LighZ 1E1:71::dd TO:: Saratoga Springs City Center 13 Mnergy Efficiency Parking Structure 29 Plumbing Systems Saratoga Springs,NY MAKE SURE THIS MATCHES OCCUPANCY COUNTS Plumbing 9Dde,Information I I '2'01P5rt=iecitsBuilding Code INC PROGRESS PRINT 3 It=07:Z:e'ymCb1=tildat i on IPC NOT FOR CONSTRUCTION 7/15/2019 12:27:04 AM IBC 304 . Oceup.Load M,:, en,,,l,t Total 29 1Plumbing Systems 1 Allowen. Required 1 Provided1Reference Date nal:Is'et;-'n7' —FEFHi Fa0:-1 FeFl!ilia:1 FeFiFa0 —it —it'IE TTTaeal'ee E1 67t1teil:n-Sheolres — Bu:irets:°0-1 Rer 4a tIV'ert'R R'Ead # tRt IBC Table 2902.1 12' §1 irCI-Crill,A=RHEI'VRRErilREITES'' IdlisSACiVelliC'ei'S:=C,CNrslinlIiStscVeTit;t. 9.,--.-,:l irCI-Cr LTI=C7RHEYOUTRREIRNRECNT T.3 Code Summary F,,a EDIT TO MATCH YOUR PROJECT PLAN a?, A-001 NI ?,-')2 CODE AND LIFE SAFETY PLAN PEFRIVIIT SET Scale 2401804 7/8/2019 ..,, j an,Wn 41 1 v i Code Plan Legend iNIMIT Ali** ALV1 MOKE PARTITION IIEL Li* . .4.. . 1-HOUR,FIRE-RATED PARTITION —1 -I'vir111111111.11FA _.•_ 2-HOUR,FIRE-RATED PARTITION 411— —IA COMMON PATH OF EGRESS TRAVEL 0————0 EGRESS TRAVEL DISTANCE ID—————D DISTANCE BETVVEEN EXITS 22 Century Hill Drive,Suite 201 Latharn,NY 12110 P 518.213.1010 wwwbeftecring.com I n 1 illi t_ 1 L. I L ' " I nTh r 1 1, Er.gIr AD=RGE AT GRADE 1 '''''—INDICATES 1NIDTH OF EXIT COMPONENT —1 0 ACCESSIBLE TOILET ROOM .- -..A envision "ILA LrrIT 71 \A I .- .0m,,_ . . FEC FIRE EXTINGUISHER CABINET ARCHITECTS Afbjaannyl,TletrYeotrk 12207 P 518.462.1848 . Code Compliance Plan-Level 5(Top) 3 Code Compliance Plan-Level 2(Maple) wwwenvisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park,NY 12065 allik li . r P 518.406.5506 wwwryanbiggs.com 1KAI- 1 IF CilivEngineer/Landscape . 111111111 . Fr 11111111 • . The LA Group 40 Long Alley Saratoga Springs,NY 12866 P 518.587.8100 I 1W www.thelagroup.com .1114 H MIAIIILL*_ ____Il 1r Ili rl 11 TTT-I-T-- r 1 ,i1 Mechanical/Electrical Engineer Friedman Fisher Associates,P.C. 22 Aviation Road Albany,NY 12205 P 518.458.7040 X . . .riv Alk . [ AI" J- wwwfriedmanfisher.com •=11=1•1=11=1•11"1""""":7M7MT7MTIM7 Precast Concrete 1Nilliam E.Dailey Precast,LLC 295 Airport FRd 5 Code Compliance Plan-Level 4 2 Code Compliance Plan-Level 1(Mid Level) Shaftsbury,VT 05262 P 802.442.4418 A-002 1"=40,0" A-002 1"=40,0" www.daileyprecast.com _ ., Saratoga Springs City Center § Parking Structure Saratoga Springs,NY k' 1771WilijiL71' 1 d Lia. PROGRESS PRINT , IBM NOT FOR CONSTRUCTION Fri. 1 11111 7/15/2019 12 27 08 AM W ' Date V 1 _ & r i r1WP 1 I H il _ mil v 11 I 1 1 z-,F1 1='i • . ;--•--'-- --•--• Code Plans N 1 4 Code Compliance Plan-Level 3(Bridge) 1 Code Compliance Plan-Ground Floor NORTH A-002 L' A2002 1"=40,0" A,002 1"=40,0" VI TRAFFIC AND LEVEL SIGNAGE SCHEDULE •L005 Parking Counts Floor Plan Legend DESIGNATION TYPE SIZE REMARKS DESIGNATION TYPE SIZE REMARKS `Z LEVEL 5:58 SPACES EX 113, 18.4 CEILING MOUNTED R2.1 M ;7,\00'4 LEVEL 4:138 SPACES LEVEL 3:131 SPACES(INCLUDES 4 HC) LEVEL 2:128 SPACES(INCLUDES 7 HC,3 CHARGING STATIONS) =PAINTED STRIPED;NO-PARKING CIP CONCRETE SIDEWALK LG El 18.4 00010,BRAILLE R7.8 N 4Lit \Tral,3(BRIDGE) LEVEL 1:122 SPACES(INCLUDES 3 CHARGING STATIONS) GROUND LEVEL:52 SPACES(INCLUDES 2 HC) a 8"DIAMETER BOLLARD 22 Century Hill Drive,Suite 201 Latharn,NY 12110 L1 MI 18.4 PLASTIC,BRAILLE R7.8P ,c=,., 1.6 s4,6,41,2(MAPLE) ."'".TOT.-0r0=TEICS'EHAMKEELR P 518.213.1010 L2 El 18.4 PLASTIC,BRAILLE ,::. TOTAL:2,1,A=NG SPACES :163CIFI1CA=TATIONS fa ESIETDSIgiTgLCEE=IEEPRGIT SPACE W L3 Il 18.4 PLASTIC,BRAILLE ARRO1N 1 )..... SEE DETAIL SEE DETAIL 7/A8.1 ,,1\ig,V4!4'1 MI TEEETHCEZnI,NHTERAVPACE L4 111 18.4 PLASTIC.BRAILLE ARRO1N 2 ......IL SEE DETAIL SEE DETAIL 8/A9.1 \E2711'GI F K . FLOOR DRAIN *L B NI-SI-11TX FAC3r.U4FEO-RSIZ ITIrNUFROEXIIEODNUL E envision SE R:,,jj 313.4 PLASTIC,BRAILLE ADA &.,,A. SEE DETAIL Drawing Key o STP STANDPIPE LOCATION ARCHITECTS 52 James Street Albany,New York 12207 STP STANDPIPE12„28 1NHITIrrlaRED ,,,,,,,IgOsFHAETTUsNg41_,I=ME,.,,VAXTURE SCHEDULE P 518.462.1848 1. 00000PLANS AND REFLECTED CEILING PLANS FOR LOCATIONS AND R1.1 © 24.4 CEILING MOUNTED i,„.EvicE:IGNS SHALL COMPLY WITH NYS DOT MANUAL OF UNIFORM TRAFFIC CONTROL I. FNR ti,All ZclifiCEFIEIAEN:DIALTE TMALUSNZ DS ETEGENTT1E.0 TE XT IVEY=EANTDSSILZAET,ELTMEBDCTSC1 fFig,00000 irsAicuilDcEDK=NRDERS, GENERAL NOTES Structural Engineer Ryan Biggs!Clark Davis icARAil laPEP°RELF2EuFtSEITTTAI TOLIESTIDEARsDADFEIPEgs. 257 Ushers Road Clifton Park,NY 12065 P 518.406.5506 EEREEPBEPY IRrIFECIIEIRDoK,IE swFIT:R Civil Engineer/Landscape -IiRjN,AciALuGLGIE15ENTIETTDErilloPDDINplETLFETRE-roTE:EGT.MyRrE D The LA Group 40 Long Alley Saratoga Springs,NY 12866 P 51.8t1:15/g8r lo'Up'.c o m 0 0 • 0 o 1:10 130 co 0 0 Mechanical/Electrical Engineer 46,.,. 45'O. 45'.O. 30'.O. 3,0" 30..0. 4,0" 4,6" Friedman Fisher Associates,P.C. 22 Aviation Road I I I I I I I I Albany,NY 12205 1 (kg . – –—–—–—1–—– –—–—–—–_m --E-------YL----- --- 0 P 518.458.7040 111 0 1 Precast Concrete 1Nilliam E.Dailey Precast,LLC ASPHALT I 295 Airport FRd I I= 1 III III Shaftsbury,VT 05262 P 802.442.4418 GORAMP LIP , , _I III EXIST HOUSE ,..,,, ' • III III AAA <t3> 1 1 m 1 r Saratoga Springs City Center 4• I) 0/ij Parking Structure a 0 1 0 1 0 1 2.,,,A_DBAR iA Saratoga Springs,NY ail 1 1 1 RETAINING WALL 1 N., mr,-Er ei6k r ASPHALT „ .., ,‘1 • 2 / PROGRESS PRINT NOT FOR CONSTRUCTION 1 1 1 -—-——-—-±- 1 1 ' 7/15/2019 12:27:11 AM -—-—-—-—- U j il...--.../.."-......i....."–.........................--i........•// i r.... ...--..........--,.....---,......-- .....:-- - -, -,-,-- a.---------r-—- (c.7) 1 . -,-, -11111I ----'--- 1 — - ii - .''_ . 0' Iti.....AQ... '----------co 1,------------.-P-:-.1.-- -----------1_, _ -'.1.---q ,,. _HC ''.4 0 It!' OW ____L__ LL . F1 –j--J I III ' M -k—–—–—–I—–—–—– –—– 0 ,. V / / / BRICK SEAT 2 1 0 0 C'o/rri-RIELDBAR 0 0 0 43 0 0 0 §-gc ,1,,,,,,,,,,,,,,,,,,,,,,..,,,,,,,,,,,,,,,,. NORTH N 3 Ground Level(High Rock) IL t-, i-k-, A-100 4.12 I Ground Level(High Rock) A.100 1/16"=1,0" 2401804 0 7/82019 TRAFFIC AND LEVEL SIGNAGE SCHEDULE 0 DESIGNATION TYPE SEE REMARKS DESIGNATION TYPE SEE REMARKS itit \1=:.5 Parking Counts Floor Plan Legend LEVEL 5:58 SPACES =PAINTED STRIPED;NO-PARKING EX El 1.24 CEILING MOUNTED R2-1 M .24 \Mi.-50'4 LEVEL 4:138 SPACES LEVEL 3:131 SPACES(INCLUDES 4 HC) CIP CONCRETE SIDEVVALK LG El 1.24 PLASTIC,BRAILLE R7-8 N 1.18 LEVEL 2:128 SPACES(INCLUDES 7 HC,3 CHARGING STATIONS) ,, ,E,,,3(BRIDGE LEVEL 1:122 SPACES(INCLUDES 3 CHARGING STATIONS) 0 V'DIAMETER BOLLARD 22 Century Hill Drive,Suite 201 Latharn,NY 12110 LE,EL 4111 GROUND LEVEL:52 SPACES/INCLUDES 2 HC) •"5."'Og.;OF IA-roVETA\AZKET P 518.213.1010 L1 I 1.24 PLASTIC,BRAILLE R7-8P 1,' ,,) 12,6 '71 LE,EL ,iZE4,2(MAPLE) TOTAL:2ruAggNG SPACES El EsIXDStITIJAUT:=Vr sPAcE W L2 2 1.24 PLASTIC,BRAILLE R8-3. \ iL :z :165CFH=TATIONS L3 III .24 PLASTIC,BRAILLE ARROVV 1 )II.- SEE DETAIL SEE DETAIL 7/AO1 ..x. \=V I:C TEEETEU V,%PEA=V P Ac E LE,EL 'A . FLOOR DRAIN L4 4 1.24 PLASTIC,BRAILLE AF/ROW 2 ...., SEE DETAIL SEE DETAIL 8/A9.1 \E271Fiqr *LB OrtFr"°ETAH3lri F-I'AT3.u4 RFEO-R5:grITNuFROEZcA7150r-E envision SE ,,<:,1,),i 3.24 PLASTIC,BRAILLE ARCHITECTS ADA &A. SEE DETAIL 0 STP STANDPIPE LOCATION 52 James Street Drawing Key Albany,NewYork 12207 STP STANDPIPE ,2,28 INHIrrlasRED C,0 grOiCLEHnN-Fig_AI,GVE gl,,,ER.rgrAXTURE SCHEDULE P 518.462.1848 1. FotElAnTZLOOR PLANS AND REFLECTED CEILING PLANS FOR LOCATIONS AND R1-1 (10 24,24 CEILING MOUNTED ,2„.EvicEVGNS SHALL COMPLY 1NITH NYS DOT MANUAL OF UNIFORM TRAFFIC CONTROL 1 x x ,GFi FNR tEr IR,IEEFEENVN,\,/Ag TMA,OLUsNJNE D.EVENr TIE, T EXT ZP,H10 EANNI To',ILPET,ESVMEBTS51 LLAZ,T,TES4 Ha_FL,li,11,i1C,L V ElcEDMs/rA,G,I la n R D E R S, GENERAL NOTES Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road IliOPcARASPTELF2arcDP:PinilTTTAI TIOLiiiETLR'ANmiARsLANN FPDADEFigs. Clifton Park,NY 12065 P 518.406.5506 IftsGitgRsaEPYRr4EFCmaigEiRDOINERIGOsvvFIToHR Civil Engineer/Landscape -3L.IG\ARINOALEEIE'llETT:luDELFAEiDETLTAnipii_ss.s IZTRE-roTHIV-rdii.O IO'RrED The LA Group Ark /Ik 40 Long Alley Saratoga Springs,NY 12866 %V Ngl, P 518.587.8100 www.thelagroup.com Mechanical/Electrical Engineer 0 0 0 0 (i) 0 0 0 0 Friedman Fisher Associates,P.C. 22 Aviation Road Albany,NY 12205 I I I I I I I I Uvi.t5dt7aUnther.com Precast Concrete 1 1 1 1 1 1 1 1 1Nilliam E.Dailey Precast,LLC 295 Airport FRd Shaftsbury,VT 05262 1 l IEMMENNElliMME -- '-----MA.9 ipw I o 1 P _0-1_ - -- --7 _____ -___ 0(9 / ill II 1 P 802.442.4418 1 I RAMP UP RAMP DOINN RETAINING WALL /-15G-VACT-/ I 1 1 1 1 1 Saratoga Springs ,/-sgBAg'Ji City Center W N 1 1 II 1 Parking Structure 11, ° 0 . CI CD 4 Saratoga Springs,NY I' . 1,„. _ _ _ , _ _ I• i , /_- ,. _ WI ____o_ r ___ . ik, 0 k Ilk 11 r 1 1 ID rIll r I PROGRESS PRINT II NOT FOR CONSTRUCTION 7/15/2019 12:27:14 AM 1 1 1 1 1 I A-2301 1 1 1 IzAril litil LAilli 0 . 1 . 1, , L FA.iGH ROCK Tow:1111MM LAI I ----.. - .-N II l'I'l'DN 11111111111 , 'f,-:',1 illiMI - IIIM--1 7 1 _ 11 7 • w- 11 i N °U 3 NORTH :TEr_g=.1PY Level 1(Mid Level) F,,r= at 0 0 0 -4'.2 0 0 0 0 0 ._,..„, A-101 Level 1(Mid Level) 2401804S 7/8/2019 TRAFFIC AND LEVEL SIGNAGE SCHEDULE Floor Plan Legend Q DESIGNATION TYPE SIZE REMARKS DESIGNATION TYPE SIZE REMARKS Parking Counts V PAINTED STRIPED;NO-PARKING LEVEL 5:58 SPACES EX ® 18x24 CEILING MOUNTED R2-1 M 18x24 \ LEVEL 4:138 SPACES GIP CONCRETE SIDEWALK LEVEL 3:131 SPACES(INCLUDES4 HC) 8"DIAMETER BOLLARD ILEVEL 2:128 SPACES(INCLUDES 7 HG,3 CHARGING STATIONS) 22 Century Hill Drive,Suite 201 LG El 18x24 PLASTIC,BRAILLE R7-8 Ij�i 12<18 Latham,NY 12110 LJ LEVEL 1:122 SPACES(INCLUDES 3 CHARGING STATIONS) a"'''SPOT ELEVATION MARKER 090.00'ABOVE SEA LEVEL P 518.213.1010 L1 ® 18x24 PLASTIC,BRAILLE R7-8P 1nccµJ) 12x6 GROUND LEVEL:52 SPACES(INCLUDES 2 HC) ® www.bettecring.com .com HANDICAP ACCESSIBLE PARKING SPACE �� SEE SCHEDULE DN SHEET GI.O L2 ® 18x24 PLASTIC,BRAILLE R.39 0 12x18 li- :00r00.1:0\ri\0\\ TOTAL:629PARKING SPACESvnaiNt INCLUDES: \ -,3 HC SPACES [..0 ELECTRIC CHARGING PARKING SPACE -6 CHARGING STATIONS SEE SCHEDULE ON SHEET G1.0 L3 ® 18x24 PLASTID,BRAILLE ARROW 1 ' SEE DETAIL SEE DETAIL 7/A9.1 \\ ® FLOOR DRAIN L4 b 18x24 PLASTIC,BRAILLE ARROW 2 SEE DETAIL SEE DETAIL 8/A9.1 �® 4 *LB BO1-elPEIGMC3rURE-S7627URESCHEDULE envision '� A-803 T ON SHTTES A3.1-A3.4 FOR MORE INFORMATION SE OOOJ 36x24 PLASTIC,BRAILLE ARCHITECTS slaw E�ei>ma ADA rSEE DETAIL STP STANDPIPE LOCATION 52 James Street v ROOF MOUNTED LIGHT POLE.SEE FIXTURE SCHEDULE Albany,New York 12207 STP RIPPE 12x28 WHITE WITH RED BRIDGE SUPPORT ON SHEETS FDR MORE INFORMATION P 518.462.1848 LETTERS 1. REFER TO FLOOR PLANS AND REFLECTED CEILING PLANS FOR LOCATIONS AND QUANTITIES GENERAL LOCATION OF WALL MOUNTED SIGNAGE; VVWW.enVI5lonarchltects.Com IXX REFER TOSCHEDULEANDDETAILS r SHEETG10 R1-1 © 24x24 CEILING MOUNTED 2. SIGNS SHALL COMPLY WITH NYS DOT MANUAL OF UNIFORM TRAFFIC CONTROL FOR MORE INFORMATION DEVICES REQUIREMENTS,LATEST EDITION.LAYOUTS SHALL INCLUDE MARGINS,@ORDERS, GENERAL NOTES Structural Engineer TEXT ALPHABET AND SIZE,SYMBOLS,COLORS,ETC.PER M.U.T.C.D STANDARDS Ryan Biggs I Clark Davis 1.PROVIDE PIPE GUARDS AT ALL STORM DRAIN AND STANDPIPE LOCATIONS.HOLD ALL PIPING TIGHT TO WALLS AND OR COLUMNS 257 Ushers Road TO AVOID INTERFERNCE WITH DRNE LANES AND PARKING SPACES. Clifton Park,NY 12065 2.PARKING STALLS ARE MINIMM 9'-0"WIDE EFT; DEEP WITH P 518.406.5506 0 © 0 0 CO 0 0BRIDGESUPPORT 0 0 PARKINGGARAGES.DBYREGOGN�EDNATIONADSTANDARDSFOR M^v.ryanbiggs.com 30'-0° 1s-0° 15'-0" 30.-0" i Alk 3.WALL MOUNT FFII!E l INTED SIGNAGE ITEMS ARE INDICATED Civil Engineer/Landscape THROUGHOUT THE FLOOR PLANS.REFER TO SHEET G1.9 FOR A OVERHEAD '; ® SIGNAGE SCHEDULE AND DETAILS. The LA Group WV „1 _ —BRICK.="1 WALL LEVEL 5 40 Long Alley C AI ©, 33s'-s" Saratoga Springs,NY 12866 CONTROL BAR '=� sr — _.. 0 P 518.587.8100 In —11'— ii�� eN— I' Nil yes ��uP EVEL4 wwv.thelagroup.com 1�� a- • / •323'-0" CH Mechanical/Electrical Engineer o MAPLE TOWER ®k 6 LEVEL3(BRIDGE) Friedman Fisher Associates,P.C. ® i MI.2�9 ® l0• 11 X311'-p„ o _ 22 Aviation Road SECURITY Albany,NY 12205 II �� 2, 0 LEVEL2(MAPLE) P 518.458.7040 ssgnt^ www.friedmanfisher.com JTILITY OVERHEAD CONTROL BAR. MECHANICAL r n — — -- —_ =.—=a. _.—. ISI 204 ��I LEVEL I Precast Concrete \ B.,— p— 293 1-u — - .—-`.. ' -— — 0 /-�J 1I1Ipr — �.�, �2&1-q" William E.Dailey Precast,LLC HIGH ROCK 295 Airport Rd 10 ,3 F'I O �GROUND Shaftsbury,VT 05262 z71'-9" P 802.442.4418 www dai e recast c m I o M Yp Drawing Key S iRAMP UP RAMP DONM I , <& 01 11 11 1 Saratoga Springs O O 9 City Center lw O Parking Structure L.,- -c)— u, ri Saratoga Springs,NY � 1 ,' O 1 I1 I _ I LJ i VI PROGRESS PRINT 21 I I I III I NOT FOR CONSTRUCTION A-301 - - - - - - - - -� 7/15/2019 12:27:18 AM II I I II • I — , — _ — — 11111",1 1111 11 11`,A, ,1 0 ,- - -- - \\\\\\\±\\\\ 5- Na. Description Date pp k a2'o• �i 13 �l IGH ROCK TOW up. �1.III Ft 9i ❑ , '. ILw -� —1—1 j �I +I� — ��II_ II ——— — I6 — SII— 6 — II6 _ _ 6 —II. — �I dl6 d O t-i-k, 8��,,eo��,d,H�,��e�,>�H��1,,Hs=a:o�,��,dd,d,H `,,a O © 3THOHT m�d�oo�orer��d�se�e�rn�cd�c,roeicd�m�s do-��,e�,c��e�,v w�v. '? Level 2(Maple) F,, f Level 2(Maple) - - A-102 A-02 1/16'=1'-0" PERMIT SET Scale As indicated 2401804 7/82019 TRAFFIC AND LEVEL SIGNAGE SCHEDULE Floor Plan Legend SIZE REMARKS sizE REMARKS '\,-.- 4141 I,* EX Ilig R2-1 M 1.24 r$111011% LG El R7-8 g 1.18 % }, _.\ \ X 22 Century Hill Drive,Suite 201 Latharn,NY 12110 P 518.213.1010 L1 `0‘\11 V' -,,"°.".giaT,TOPAzorrEELR L2 1111 R8-36 61 1.18 000 t. ' ‘‘, 0\‘,, I= ,\ ' L3 El _....,„ _- IM UEETEg',1r2',NIPARTKINT"'E L4 11 ,,, n't 17 L 1.' 7.-Y4fi,, a I V ' *LB r,It'-',1-741-jr7Aq.u4RF%TaYNuFR.ERitZDNuLE envision ARCHITECTS SE 81 3'424 PLASTIC BRAILLE ADA 6. SEE DETAIL ,,,,,, ii" i 5AtjaarlPy7etr'efOtrK 12207 STP STAIPIPE 1.. miirlgasRED ' urzuru-oR PLAN"ND REFLECTED CEILING PLANE FUR L"ATIUNE AND ,,GL I Ii / / / A-801 °...02ICSTIIETTLISNPN',TRITE Irl%ERXICEZTURE SCHEDULE ,I=,,,=,,7,2s;lotHith itects.com I,c, 1,,FNRItimto,S1AiEiNLIAENNW,DIL MUSNZ ES'ETEGEN1A:1E.0 R1-1 a /I / , Structural Engineer T EXT 76THUAR8ET EANNITDVET,ESYTMEBTISUNCLOLLACZUTEET HP'E-ILRVIUL.TI.DCEDMSAIRA=RDE"' ; GENERAL NOTES Ryan Biggs I Clark Dads Z / 0 0i• i g 1PcARABIEP'RELF2EFNE'iTTTA,EIRDEAFIu'plDADEEI',"Eigs. F'71°Lj`81s.ilfgrsk.:51\17:12°65 i 1 1 i ID CP • ;-- fl) if3 0 0 awww nb gg i S.COM // / STEEL CANOPY, EALZADsEEEPY IRIIIIDNIal"Fi EaRDED s'AIFIToHR .r Y t 1 / Alk BELOW TYP. Civil Engineer/Landscape iliviaLuGLinilETTDEHDITL IAON0PDSLrE VETRE-roTHsE'ErPg 27 D The LA Group , Alk C —r I I i , 1 4,iwai 2 1 MOE=PIM=I.. 0 40 Long Alley , ,, 0., .,,Ill ...,410.1,,_.,.,01 .. A111-. 1.71t8'.V.1;117'NY 128' ..—..=.-71,4 oiwo,....----0---_ -- pig p . ril Parking Counts www.thelagroup.com _IMUIEDENT7 ir........o• Oil All\[ LEVEL 5 58 SPACES Mechanical/Electrical Engineer 7----1- ---11t--- -[ ilia 11 LEVEL 4 138 SPACES Friedman Fisher Associates,P.C. 22 Aviation Road 11-11 :ft ..i I Albany,NY 12205 P 518.458.7040 IllIl muLTI sE .''11 II 0 Precast Concrete _I1 L "C-— ——-— —'-- ——,Al'-ThL,"--"0.==r 1 h-——-a.u u u u''uu''''....PI --------.-...-----------•°-2 11.-------..'..----/—',...--/ ,-0-/ ...,- -.-- 1,1 _____ .I.1 __ 0 TOTAL 2LPZINIG SPACES I 1A/295illAiairmpartER.dDailey Precast,LLC i\tir Aki P 1" Shaftsbury,VT 05262 P 802.442.4418 1RAMP UP RAMP DOVVN I 1 i, \ffEs1;5 Vii, • > II CI [ <t? 1 11 li I [ ,\ i'Dir 3'RIDGE) Saratoga Springs City Center ,. _ _,, Ir. 0 1, 0 k.i. Il ioit \,.'MAP' Parking Structure - -- - - - Lo r. 1, 0 , 11 „___ . . Saratoga Springs,NY I 11 0 , ''' 1 •27,D,R.Nr 41. 11 111111 , PROGRESS PRINT NEF r 1 1 1 n 1 1 NOT FOR CONSTRUCTION Drawing Key 7/15/2019 12 27 24 AM II 11 I i ittliL . . . T =,HIGH RC.'To•0' I ni 1 1,,,, '1 C. I AIMMIRM, (-1-7_) I Date ... , ii ' , ..1 .101111111111 .. 1 LO—I —J, I I I 0 —-—-—,-—- 0 21 t-i 1 0 NORTH Level 3(Bridge) F,,a -94 il A-103 Level 3(Bridge) one A-103 1/16".1,0" 2401804 17/8/2019 TRAFFIC AND LEVEL SIGNAGE SCHEDULE DESIGNATION TYPE SEE REMARKS DESIGNATION TYPE SEE REMARKS CE5'5 Floor Plan Legend 0 EX 113 18.24 CEILING MOUNTED R2-1 M 18'424 \100'4 =PAINTED STRIPED;NO-PARKING CIP CONCRETE SIDEWALK LG El 18.24 PLASTIC,BRAILLE R7-8 11 1.18 41 0 8"DIAMETER BOLLARD 22 Century Hill Drive,Suite 201 \IXE01;3(BRIDGE) Latharn,NY 12110 L1 11 18.24 PLASTIC,BRAILLE R7-8P MIE._L,!!!1 12,,6 ."5•"'=DFIAIrETAVII/RE7_R P 518.213.1010 L2 Ei 18.24 PLASTIC,BRAILLE R8-3. 91 1.18 i°to -1 Itt ,1,41,2(MAPLE) RI HANDICAP ACCESSIBLE PARKING SPACE SEE SCHEDULE ON SHEET G1.0 W L3 111 18)(24 PLASTIC,BRAILLE ARRO1N 1 ),IIII.... SEE DETAIL SEE DETAIL 7/A9.1 1 1*,,v v v, / MI TEEETE10E ETL'I ENNHREAERTRIT R'5 \12:4V'T L4 El 18.24 PLASTIC,BRAILLE ARROVV 2 ......11L SEE DETAIL SEE DETAIL 8/A9.1 ;!" \E27IRGI FDC K . FLOOR DRAIN *LB IN LSIVEIVAH3l1 R.T3rFEOZI g ITITNUFROERI5fAT 150W LE envision SE 'sf,51(j 36x24 PLASTIC,BRAILLE ADA &,•No, SEE DETAIL ( ' / 0 STP STANDPIPE LOCATION ARCHITECTS 52 James Street ' STP STANDPIPE 12.2. WHUTT/MRED Drawing Key Albany,NewYork 12207 1. cp,E;ENpriTTZLOOR PLANS AND REFLECTED CEILING PLANS FOR LOCATIONS AND ( ' Aft ,,,_o IgOsEHhEAff-FigFD,_AigN al,EFLEUNXTURE SCHEDULE P 518.462.1848 ' / R1-1 'S,TOP, 24.24 CEILING MOUNTED i2iEvicErNS SHALL COM PLY 1NITH NYS DOT MANUAL OF UNIFORM TRAFFIC CONTROL ( ' NW, 1. ,,,,FNR EEEFLE,,::,:IF,rrviNLAENNV1D1 Ag TN,I,OLUsNg IS,laNrAf, T E XT 711THHANT RAN/TA IZAET,ESYTMEBT ISn7-11,TE51=Ili IhKii1CullDcEDMsATRAllg,ZRDERS, Structural Engineer GENERAL NOTES Ryan Biggs!Clark Davis 0 0 0 0 Q (19 10 l'' i rj 0 0 l'OPcARFOlaPIIIE7DRELF -RcD6iITTTAI ETLR'AYEAsRLSFPDADEEP,ikrigs. 257 Ushers Road Clifton Park,NY 12065 P 518.406.5506 ./ Viiii EALKERgsGligtEPYREIIDICESiEs7gALET.IIRDO<EiiswFIToHR 1 Alk I I 1 / '1 !ft... ''.Ill 111111.H11.1 MIL. ___ 0 E'IGLGIE'''':ETT'aINLAINDINPIETI-Ts1.=R7()Els47EGI2ED Civil Engineer/Landscape The LA Group I pkii UP 0 1r A-IMI 40 Long Alley Saratoga Springs,NY 12866 P 518.587.8100 A' nnAF:TowER.1' \I www.thelagroup.com , 1 i Mechanical/Electrical Engineer I.' Friedman Fisher Associates,P.C. 2A2ibAavnyiatNioyn Ri2o2aGd, I I I 11 Parking Counts 1,ITILITY 0 7 1 1J ,b. , 0____, _ r__ 10 1 I 1 LEVEL 3:131 SPACES(INCLUDES 4 HC) LEVEL 2:128 SPACES(INCLUDES 7 HC,3 CHARGING STATIONS) LEVEL 1:122 SPACES(INCLUDES 3 CHARGING STATIONS) GROUND LEVEL:52 SPACES(INCLUDES 2 HC, Precast Concrete VVilliam E.Dailey Precast,LLC 295 Airport FRd Shaftsbury,VT 05262 , P 802.442.4418 RAMP UP ..,,.. RAMJ DOVVN TOTAL:2ruAggNG SPACES A,302 • 1 .,)".. < 1 • 1 11 I :163CTaga2TATIONS <t?,,,,,,, CD 1 1 Saratoga Springs L _ _ . City Center 1,1 Parking Structure \ 0 1 1 Saratoga Springs,NY fp I I I I I I i PROGRESS PRINT 1 1 1. i 1 I NOT FOR CONSTRUCTION 7/15/2019 12:27:27 AM -M 1 A • ' ' 1 Pr--- -r 0 r HIGH RO0Co14,7VV,. I LI? I 1 Date II V4 t'i 1 0 0 0 0 0 411) 0 0 0 .1 -''' 3 NORTH 3 t Level 4 A 2.-., 41)Lthesri.la..4 NI ,,,, 1st-1 04 2401804S 7/8/2019 TRAFFIC AND LEVEL SIGNAGE SCHEDULE 'LEVEL5 Floor Plan Legend 335'-5' Parking Counts B DESIGNATION TYPE SIZE REMARKS DESIGNATION TYPE SIZE REMARKS LEVEL 5:58 SPACES PAINTED STRIPED;NO-PARKING EVEL \ 323'-0"4 LEVEL 4:138 SPACES --.-a GIP CONCRETE SIDEWALK EX ® ,8x24 CEILING MOUNTED R2-1 18x24 LEVEL 3:131 SPACES(INCLUDES HC) LEVEL 2:128 SPACES(INCLUDES 7 HC,3 CHARGING STATIONS) O 8"DIAMETER BOLLARD \LEVEL 3(BRIDGE) LGIII 18x24 PLASTIC,BRAILLE R7-8 °�®'"` 12x18 IgEol, LEVEL 1:122 SPACES(INCLUDES 3 CHARGING STATIONS) 000.00'SPOT ELEVATION MARKER 22 Century Hill Drive,Suite 201 GROUND LEVEL:52 SPACES(INCLUDES 2 HC) 000.00'ABOVE SEA LEVEL Latham,NY 12110 ( P 518.213.1010 L1 ® 18x24 PLASTIC,BRAILLE R7-8P Il 12.8 f\LEVEL 2(MAPLE) gil HANDICAP ACCESSIBLE PARKING SPACE www.bettecring.com 2ggq^ SEE SGH EDU LE ON SHEET G1.0 TOTAL:fi29 PARKING SPACES No INCLUDES: L2 ® 18x24 PLASTIC,BRAILLE R8-3a 12x18 ' _ vnnKie[ -13 HC SPACES ELECTRIC CHARGING PARKING SPACE -6 CHARGING STATIDNS LEVEL 1 SEE SCHEDULE ON SHEET G1.0 284'-q„ L3 ® 18x24 PLASTIC.BRAILLE ARROW 1 ' SEE DETAIL SEE DETAIL 7/A9.1 Y LI FLOOR DRAIN HIGH ROCK .y L4 el ,8x24 PLASTIC,BRAILLE ARROW 2 SEE DETAIL SEE DETAIL 8/A9.1 \GROUND 'T-LB ON SHTTES A31 FIA3.4 FOR MORE INFORMATIONULE envision 271'-0" SE „.,,, 364 PLASTIC,BRAILLE O STP STANDPIPE LOCATION ARCHITECTS sTae id x2ADA 6. SEE DETAIL Drawing Key C OOSFMOSN FrN iMLIGOOXTURE SCHEDULE Aaanmy,NewfYeotr k 12207 WHITE WITH RED STP STANDPIPE ,2x20 Psis.asz.isas LETTERS 1. REFER TO FLOOR PLANS AND REFLECTED CEILING PLANS FOR LOCATIONS AND GENERAL LOCATION OF WALL MOUNTED SIGNAGE; DUANTITIES. I. REFER TO SCHEDULE AND DETAILS ON SHEET G1.0 www.envisionarchitects.com FOR MORE INFORMATION R1-1 CO 24x24 CEILING MOUNTED itEVICESSIGNS SHALL COMPLY WITH NYS DOT MANUAL OF UNIFORM TRAFFIC CONTROL D REQUIREMENT$LATESTEDITIOI.LAYOUTS SHALL ILL.VDEMARGIN$BORDERS, GENERAL NOTES Structural Engineer TEXT ALPHABET AND SIZE,SYMBOLS,COLORS,ETC.PER M.U.T.GD STANDARDS 1.PROVIDE PIPE GUARDS AT ALL STDRM DRAIN AND STANDPIPE Ryan Biggs I Clark Davis LOCATIONS.HOLD ALL PIPING TIGHT TO WALLS AND OR COLUMNS TO AVOID INTERFERNCE WITH DRNE LANES AND PARKING SPACES. 257 Ushers Road 2.PARKING STALLS ARE MINIMM 9'-0”IMDE AND 18'-0"DEEP WITH Clifton Park,NY 12065 AISLE WIDTHS CDRRESP'REF.GTO THE ANGLE OF PARKING P 518.406.55D6 O © © O ® ® O © 3.WALL MOUNTEE AND PAINTED SIGNAGE ITEMSLARE INDICATED R ww v.ryanbiggs.com THROUGHOUT THE FLOOR PLANS.REFER TO SHEET G1A FOR Civil Engineer/Landscape SIGNAGE SCHEDULE AND DETAILS. g p a The LA Group r 1 1 n 1 1 Nu 1 1 40 Long Alley 9. o Saratoga Springs,NY 12866 C III - 11 I: i� �® — 4 P 518.587.81 D0 �I • A. RI www.thelagroup.com 14 II I"IIIIIIIIIID" l� ,,, , Mechanical/Electrical Engineer MAPLE rowER , Friedman Fisher Associates,P.C. • sin ' itt 1 22 Aviation Road� Albany,NY 12205 1 II.4 ,TSIL p P 518.458.7040 I�I� 2 1 www8.458.anfisher.com TILITY MECHANICAL 594 lk 93 'I Precast Concrete A.9 o T e .� William E.Dailey Precast,LLC —� — — — — w— — 0 295 Airport Rd Shaftsbury,VT 05262 - - - - - -� ,a O P802.442.4418 I I I I I I www.daileyprecast.com <& Saratoga Springs 0 City Center Parking Structure O --------------7-----7---7-------- ------II O Saratoga Springs,NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:27:30 AM IIIIIIIIIIII� (C.7)- 7\ - - - - - - - - - - - - - - - - - - - - --(6-.7) Na. Description Date V a hm IaInlil coef twrnro ,es-emctg 1n 1t;w .'a O 0 0 0 0 0 0 0 0 3vvvvv Level 5(Top) F,, a A-105 Uu PERMIT SET Scale As indicated Level 5(Top) 2401804 7/8/2019 A-105 1/16"=1'-0" 0 0 0 0 22 Century Hill Drive,Suite 201 Latharn,NY 12110 P 51.'LL1='1g°.com A I . . , envision - ARCHITECTS I 52 James Street I_ Albany,New York 12207 P 518.462.1848 www.envisionarchitects.com I '\_ — ° Structural Engineer Ryan Biggs I Clark Davis I For,FDING SEAM METAL gt tojnsPearrsk,RXd12065 P 51.8r.y4ati5g5g'slom 2 Enlarged Plan At Roof-High Rock CMI Engineer/Landscape A-106 1/8"=1,0" The LA Group 40 Long Alley Saratoga Springs,NY 12866 P 51.8t1:151g8riZcom Mechanical/Electrical Engineer Friedman Fisher Associates,P.C. 22 Aviation Road Albany,NY 12205 0 0 "lt5d8r.n7aMher.corn —IU'rngc7A" 2..o. l'ff , Precast Concrete William E.Dailey Precast,LLC ' A ,,, 295 Airport FRd ,-, /111 Shaftsbury,VT 05262 P 802.442.4418 www.daileyprecast.com A,(-6 1D1 IND Saratoga Springs City Center Parking Structure ° 'rn* Saratoga Springs,NY PROGRESS PRINT VARIES NOT FOR CONSTRUCTION '1 1, SUPPORT ROD 7/15/2019 12:27:33 AM , l' —AIIIIIIIIIIII — 0 I Date ,,,TErAngcrivi v , Enlarged Plan At Canopy Roof 3 Enlarged Plan At Roof-Maple a ::0= ,,,,,, NORTH P Roof Plans -a A-106 P'-- PEF2MIT SET 2401804 /7/82019 Reflected Ceiling Plan General Notes 6 gR DIMENSIONS SHOWN ON THE REFLECTED CEILING PLANS ARE FROM FINISH FACE TO FINISH FACE UNLESS OTHER WISE NOTED. #A AT GYPSUM 60ARD CEILINGS AND SOFFITS,CEILING AND SOFFIT HEIGHTS ARE FROM FINISH FLOOR TO UNDERSIDE OF GYPSUM BOARD SURFACES. C#.ALL CEILINGS ARE SAC TYPE##'-#"ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED 22 Century Hill Drive,Suite 201 Latham,NY 12110 ,Z ALL CEILING ARE PAINTED GYPSUM BOARD ON DRYWALL SUSPENSION SYSTEM#-#' P 518.213.1010 ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED. WwW.beftecring.com C#.DIMENSIONS i-CEILING FIXTURES AND/OR CEILING MOUNTED EQUIPMENT,DEVICES AND ASSEMBLIES THAT APPEAR TO BE TO THE ITEM CENTER ARE TO CENTERLINE OF ITEM UNLESS OTHERWISE NOTED. O © © O ® O © CiR SEE MECHANICAL,ELECTRICAL.PLUMBING AND FIRE PROTECTION DOCUMENTS FOR ADDITIONAL INFORMATION,FIXTURE AND EQUIPMENT TYPES,REQUIREMENTS AND SPEGIFIGATIONS.IFANY DISCREPANCIES OR CONFLICTS OGGUR 6ETWEEN ARCHITECTURAL REFLECTED CEILING PLANS AND THE MECHANICAL,ELECTRIAL, PWMBING,AND FIRE PROTECTION CONTRACT OCUMENTS,INFORM ARCHITECT IN 1 WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION. ' o C#.PATCH,REPAIR AND OTHERWISE RECONSTRUCT EXISTING CEILINGS DISTURBED BY envision rl IT NEW CONSTRUCTION AS REQUIRED TO PROVIDE A GOM PLETEANQ FINISHED J INSTALLATION,INCLUDING,6UT NDT LIM ITED TO,NEW MATERIALS TD MATCH EXISTING, ARCHITECTS NEW FRAMING AND SUPPORT STRUCTURE,PRIMING,AND PAINTING. CiR WHERE WORK OR CEILING ACCESS IS REQUIRED AT EXISTING CEILINGS TO REMAIN, 52 dames Street LIMIT REMOVALS TO THE MINIMUM EXTENT PRACTICAL.WHEN WORK IS COMPLETE, Albany,NeW York 12207 ATCH,REPAIR AND OTHERWISE RECONSTRUCT AND FINISH CEILING AS REQUIRED TO 51 518.42.1848 PROVIDE APPEARANCE TD MATCH ADJACENT ORIGINAL CONSTRUCTION WITH A SMOOTH, �MIwV,enV5l I T ECltects.com FLUSH AND SEAMLESS TRANSITION BETWEEN NEW AND EXISTING CEILING COMPONENTS. � � � C#.NOT ALL REQUIRED ACCESS PANELS ARE SHONM ON THE CONSTRUCTION Structural En ineer O DOCUMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE g EXACT NUMBER,SIZE AND LOCATION OF ACCESS PANELS AS REQUIRED TO PROPERLY Ryan Biggs I Clark Davis �7- AGGESS EQUIPMENT AND SYSTEMS FOR PROPER OPERATION AND MAINTENANCE.SEE 11 MECHANICAL,ELECTRICAL,PLUMBING,FIRE PROTECTION AND MEDICAL EQUIPMENT 257 Ushers Road 5 VENDOR DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.THE CONTRACTOR SHALL SUBMIT A PLAN LOCATING ALL AGGESS PANELS FOR THE Clifton Park,NY 12065 ARCHITECTS REVIEW PRIOR TO ODER,FABRICATION AND INSTALLATION DF PANELS. P 518.406.5506 www.ryanbiggs.com I Reflected Ceiling Plan Legend —-d—.-.7rmt okli-uif-.Tr r -� • Civil Engineer/Landscape TI, 2'x 2'SUSPENDED 2'x'SUSPENDED The LA Group 7 O ACOUSTICAL PANEL ACOUSTICAL PANEL CEILING SYSTEM CEILING SYSTEM 40 Long Alley Saratoga Springs,NY 12866 P 518.587.8100 PAINTED GYPSUM www.thelagroup.com BOARD CEILINGS AND/OR SOFFITS Mechanical/Electrical Engineer Friedman Fisher Associates,P.C. 0 2'x'LAY-IN 2'x4'LAY-IN LIGHT FIXTURE LIGHT FIXTURE 22 Aviation Road 2 Level 1(Mid Level) Albany,NY 12205 A-131 1/32"=1'-0^ P 518.458.7040 MOUNIDLIGHT LIGHTFIXTURENTED wwwfriedmanfisher.com #p� FIXTURE DESIGNATES DESIGNATES precast Concrete NOMINAL LENGTH FIXTURE FEFLJ-I E DIRECTION William E.Dailey Precast,LLC =IDRECESSED RECESSED WALL , WASH FIXTURE 295 Airport Rd FIXTURE Shaftsbury,VT 05262 CHANNEL P 802.44.418 I I LIGHT FIXTURE e EXIT LIGHT wwvv.dailypecast.com SIGN DIRECTION WHERE APPLICABLE fy, 0 SUFFUSEPPLV R z RETURN REGISTER <A DI O O O O O e O O 0 • HESPRINKLER ® SMOKE DETECTOR O SPEAKER O PROJUNTECTOR Saratoga Springs MO 11 1 1 CEILING EP EMERGENCY City Center MOUNTED LIGHT CAMERA Parking Structure 1 0 CENTERLINE DF CENTERLINE OF 1 1 1 CP CEILING PANEL CG CEILING PANEL Saratoga Springs,NY PAINTED EXPOSED EXP STRUCTUREAND UNDERSIDE OF DECK Reflected Ceiling Plan Keyed Notes s1 SOFFIT TYPE DESIGNATION PROGRESS PRINT O wAx.x NOT FOR CONSTRUCTION —— ——n————__il______ 7/15/2019 12:27:36 AM 1 �DETAIL REFERENCE WHERE APPLICABLE C1 ASSOCIATED GEIIING MOUNTED EE ABOVIECEILING E-1 AICA AND/OR BUILDING COM PDN ENTS AS REQUIRED TO INSTALL NEW WORK.UPON COMPLETION DF WORK, ACTOACDAATNO YRORGALOOHTAIEOWSOTRDOPEGUOERIPELIEDTGOTS I,LOING.HN. Dsripn Dae �� H"•' O CEILINGTYPE# Y 'll�li N� � LJ USE TO INDICATE CEILING TYPE OTHER THAN THE PROJECT I _ In��I I ��_ 0 DEFAULT THE KEYNOTE NUMBER SHOULD CORRESPOND TO z THE CEILING TYPE NUMBER USED IN THE SPECIFICATIONS (NOTE THAT THE DEFAULT CEILING,OF GOU RSE,SHOULD BE '�J CEILING TYPE 1).NUMBER SEQUENTIALLY. 1O a NDRMALLV USED IN RENOVATIONS TO DESIGNATE EXTENT OF CEILING U r © RECONSTRUCTION REQUIRED WHEN WORK OF OTHER TRADES REQUIRE ICA m It is svlulsom of the lswferenY Flersun,unless econg untlertlie DISRUPTION OF ABOVE CEILING SPACES 6EYOND THE PRIMARY WORK direcoen of e Ilcensetl erdii[ec[,ro el[ermis do�umen[in en 'n o AREA AKE DOWN EXISTING CEILINGS AN D THEN PUT TH EM BACK TO ;t. a MATCH ORIGINAL CONDITIONS IN SPACES WHERE NO OTHER NORTH ARCHITECTU RAL WORK IS OCCURRING) Reflected Ceiling Plan 3• s Ground Level n Ar131 1/32"=1'-0" .-,,,,,,_ v A-131 Uuh PERMIT SET Scale As indicated 2401804 7/82019 Reflected Ceiling Plan General Notes Reflected Ceiling Plan Legend ZsrFEANcTZ_A-IsTr=\TNTERZV."""N"LAN"RE FEC"'I"F"E" 'IRtMA-FrINT'SriEFUL'Di IgIMUIECIIIEIRVIgtOT gl'IrSILTAIgALAGSTRFF),,Vg.Fr HEI"""E '2iiiSELGiPiNTFDEIAMENDE I" '2i i''_.1'N'El F/'EB7EAMENDE I" B C.ALL CEILINGS ARE SAC TYPE#4,..ABOVE FINISH FLOOR UNLESS OTHER1NISE NOTED . ,., ,A.TED Gypsum 22 Century Hill Drive,Suite 201 Latharn,NY 12110 ,4ito','/I-ELFinV=RoERPuTIN grianii NANRoDr2.DRYWALL ELIEF'E'N SYSTEM"' ::11.I.i.,I1,I.I,.11:I•:,:,:,,,IIII1I rgoDR.sT±x,?: P 518.213.1010 wwwbeftecring.com 0 C 0 CCD I 0 0 0 c7a:N:DED)DA:IsFNEAR!Lii:rc,,),I,,ZFNPFF,A,FTLRoI,RBTA-rDT-W-UrTPrINEEERNAILTXPESRuLiTD-rcrcETIVIEZTiaDTegm '°'' ''' 0 1.T1-'1Y.1rs.'RE [ 1 12-;ZI'l.TW4N.1 RE I I I I 1 I i A& 1511,AFfillIEIENTTINiiipljTg.INTCCEHTNNR7IEENHITI 7 2'TL i N FA.E...N T E D rA lif--14 1--T---I--- w ,1• •1, FErNi-_,L.T II 11 lE_ILGHT FIXTURE I I ril?/El't!'1?NGL7gRgIgfRPTITIETTC lEtI;E:11AggiAf Ij.2;AITI FH LE:DI: '—\ 1'FNTIA'L'T:iN G TH IE<PETNE' envision ,r:r ———•CMEN •7- CIO InEE:gv,"/01-c°7H71',N,:iticEE.s-rsARpER'AucTiE.DALA.T.HE"'EsNT',NNGZ'iLs'N,Gosi,LIERTEE",A'' -'*I- 'ET:FT ''''' 1E4=4:4' FiPkRNEPPEEETEISFEEETNEFi'INA'FbircEr'a-LITGila'',urpsEoiviriTTTH, I-I ,TGEA','TNFT,L,TuRE 0 E.IT LIGHT 5AilojaiTylletrYeotrk 12207 P 518.462.1848 www.envisionarchitects.com ,\INFIPLIE:ic_ETI°N I I PIAATfiugIRETPEEOENAD431:NAFGEsligiR:LITiNER:PEDNL,TfININNTPArG;FEfF 0 g jFPFPuL:ER 0 RETURN REGISTER :t;rn ti;I:EinlianrnaViS LECII'171FFTTRUR#EEEPIT;0 IFITIERLD,Ii/FBIlINR71'''Cl'IrOEEDliEFSgMTFINNITEELS. • ES,PE„K L E R 0 smoKEDETEcToR gtIojn'Plearrsk,Rri2065 ——1———1——— —- -————— —'——— ' — 41) :11.8r.y4atrguslom 3 Level 4 Reflected Ceiling Plan Keyed Notes 0 SPEAKER ® IMROELIIF"R A-132 1/32"=1,0"1 1 '''' ICill'19Ellp <EV r:VEN' I I I I I I Civil Engineer/Landscape CP MrlsEGWIEDI_F .. muzvgg_F The LA Gr"P 40 Long Alley <> cosRE'rEiliAl's\RNIE\AuxisiEriroigIFFLiit7/TiliTIG:.Fii2OIEliAT:YXAEIEVADiNK, ExP NII4‘DILT4IistirliEP:4FilrEcK Saratoga Springs,NY 12866 P 518.587.8100 EliREEtREiEIA:L7OINEEF:q,EFIFEIEENiir'IPIERIE:.HT www.thelagroup.com '°. CE GU YEPE# Mechanical/Electrical Engineer 7 iTFELIPT;liTtE:NgE71c1R;TiNEINtIii:IgNIKT: 22 Aviation Road Albany,NY 12205 P 518.458.7040 Eaili'l7IDIEEEIEEFNFSE!TREIAE'ERE wwwfriedmanfisher.com EitiF?J'illii_N-WEITTISSCLRIRKEF\DAITHErRirNL''DT TDTEAR'AcK T° 1;\;=t7Dnallree;ePrecaSt,L. 0 *411i 295 Airport FRd Shaftsbury,VT 05262 ,, \Or , P 802.442.4418 www.daileyprecast.com I I 0 0 0 0 a • #4:0 0 0 0 0 0 0 a 0/ó, 0 0 Saratoga Springs . II.. _ 0 1 ,, City Center 1110111111111111111111111 _, _, .,,ECir,=IF=t_ A IT“' -1 ' w Parking Structure Saratoga Springs,NY I 1 1 kn. RIM 1111111 g% 0 1 I " 1 14 MITIIIITO 1 e. . II . PROGRESS PRINT 11.111111 11E111111, 0 ,, M1111111111 1 11 NOT FOR CONSTRUCTION 7/15/2019 12:27:41 AM No. Description Date 111111 11011111111110 I 1 I I 11111 I I 5 0 I , 7 11111 1 1 1 1 1 1 1 1 1 wrimIrdidti,-.'-:7-I I I I I I I II ' —( ) __ ___ _ ___ ,_,_ _ _ _ —- 1,. at zL -11j— 2T T T — ,dr N'RTH Reflected Ceiling Plan 1 il 2 Level 3 1 Level 2 II A-132 2401804 17/8/2019 Alk PEDESTRIAN BRIDGE VIIP 0 0 o is • o Al2 0 0 0 r Ae03 22 Century Hill Drive,Suite 201 Latharn,NY 12110 j'[.--1 1 1 1 ah I_/ P 518.213.1010 wwwbettecring.com • . NEP i NE7 T MM•Mt -- — '--,E1MrATM741LIE ITAINEE _1 I 1 .1 .W.MIMIIMIMTII 1 : _ 1— —1' -I— _iirimiimummonnu,Wi!minimmonswini-= 1 ,L2e3, s envision ----- ... 11--...,-4, ,, ,._____i__,__-,_ 1'--____!--.____.' ---..--=''_H 1..._______,1 ,___' ARCHITECTS I'---------'t'''''' ' '''' '''''''=--''' '' 'ta. —— --. '— -• ,-.1 MEMO — 7-7-irt-----i,wit-FriFF, 1 1 52 James Street Albany,New York 12207 I. , • i - .. ..... ._. _. ..... .! _------ ... ....,...! i, il al'I, 11, — PM—I:-I_ri E._1_1 E - ill A __ I 91 NI' _..-W_LP,MISIMIL7__!-MH_ -1 -__--7. ,_, --,1-9e5 P 518.462.1848 wwwenvisionarchitects.com W1 Lev _I Mid Level) Ryan Biggs I Clark Davis Ground Level P 518.406.5506 wwwryanbiggs.com TChiveilLEAngironueper/Landscape Maple Elevation 40 Long Alley .4201 1/16"=1,0" Saratoga Springs,NY 12866 P 518.587.8100 Material Key Notes www.thelagroup.com <>BRICK SEAT Mechanical/Electrical Engineer <>STEEL CANOPY Friedman Fisher Associates,P.C. <>giv,LLII,ZgININALL SYSTEM 22 Aviation Road Albany,NY 12205 *SPANDREL GLASS P 518.458.7040 wwwfriedmanfisher.com <>ALUMINUM FRAME SYSTEM <>CONCRETE CAP Precast Concrete <>METAL ROOF 1Nilliam E.Dailey Precast,LLC <>0.H.C.B.OVERHEAD CONTROL BAR 295 Airport Rd 0 0 0 Oak 49 0 0 CII 410 0 <>ALUMINUM STOREFRONT SYSTEM I=L12,4V4T1805262 VE, <>ALUMINUM PANEL SYSTEM www.daileyprecast.com 0 III <>INTERGAL CURTAIN 1NALL LOUVER 1 1 9 1 . c., 1 1 1 . 1 .., N., . • . . L. ' 7 i_ • i I l_ Ae2O3 —1——— Wi— . 1131-3r1C+S II t '- -_, __ Saratoga Springs 1 1 31-2e3Y! City Center — ---7_'-' --'--1'-'-'- —:-_- __-- 1 -.....-.W.I.—___-. Irlfl-F 1 J -----I- 1 —7,, ,---- rEmmmi.m0=•=11 —1 ----1' 1 :::: , ,--,, -2 1 -1—-—-—' 31-1e1.1." I ........ .... ___ M.----' --.- -- - ;;_--;, --- 0 Ill I I I I ---=111--= -,- , __ ___ „tS -..:M±E1±±N±El E-- ' - — ---: , =7::'W.::. ,—==.' ii2±7.1±±:E=_Fe rii . Leve,—;i8L4,„„, Parking Structure Saratoga Springs,NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/201912 27 50 AM Et F ,,i1.1.:=AIL_,..---.. ... -.... ......-. .. ____---5..... . -.....-----=-i,_ `°' A1 0 i; -......_.,.......- — ii_E.,..... .—--- -..._—_,___—_- L..---=_:.1.----:. .,,,.,-,----,-11-9 -------- —— - _ round Lev_,e1 4. OL + NVF i NW 4> IV 0 L 0 J MOUZON TYP. HOUSE P!, -H. 21 High Rock Elevation Elevations a A A-201 2401804 3 2 ■ ■ Level 335' -_0" V 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.bettecring.com 4 ---- Level4 n 323' - 00" 70 4 envision Level3 311'-0" nV ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 4 vmw.envisionarchitects.com Structural Engineer Level 2l Ryan Biggs I Clark Davis 296' - 4" —' — — — _ _ _ _ _ 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 www.ryanbiggs.com z Maple Elevation - 1 Civil Engineer / Landscape Az" The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 www.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 7 $ 22 Aviation Road Albany, NY 12205 Hi h Rock Roof P 518.458.7040 342' - 6" www.friedmanfisher.com Precast Concrete — Level 5 1 335' - o" \T/ \T' / William E. Dailey Precast, LLC 295 Airport Rd -TYP. T — — Levels Material Key Notes Shaftsbury, VT 05262 5 335' 0" P 802.442.4418 T www.daileyprecast.com 7O BRICKSEAT _Level4n ----- _ _- .I O Vr _ STEEL CANOPY ' 323,_0„ ----- 5 O3 GLASS CURTAINWALL SYSTEM Level 4 n CLEAR GLASS 323' - 0" V SPANDREL GLASS S 4O ALUMINUM FRAME SYSTEM Saratoga Springs Level 3 — — — 311 5O CONCRETE GAP 6O METALROOF City Center _ _ _ _Leyel3 Parking Structure 305' City Center Level6" 311' 7 O.H.C.B. OVERHEAD CONTROL BAR - OALUMINUM STOREFRONT SYSTEM Saratoga Springs, NY OALUMINUM PANEL SYSTEM Level 2 O 10 INTERGAL CURTAIN WALL LOUVER — — 296' - 4" V _eve l2 PROGRESS PRINT - -- s' - a"L" NOsoon T FOR CONSTRUCTION 7/152019 1228:05 AM Level 1 Mid Level) b4'- 4" A Na. Description Date ■ ■ ■ ■, TYP. 5 z Ground Level 271'- 0" 2 TYP. �a Foundation Ground Level — — — — — — — 267-0 hv -- - 271'-0" lild. e.. No dr..ctoi ofer s..tl erzl[..ct,_ I[..rths do_un [ e}iaey. =a s� High Rock Elevation - 1 High Rock Elevation -2 Enlarged Elevations 4 _A-203 6b PERMIT SET Scale As indicated 2401804 7/82019 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com A "W,10 &I envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxom Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisherxom Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15201912:28:08 AM Na. Description Date Enlarged Elevations A=204 PERMIT SET 2401804 7/8/2019 Level 323' - — — Level 311' � — — — — — — — — — — — — — — — — — — — --—-- f7 L----1 North Elevation - Bridge — City enter- Level — — — Level � 295' 4 Level 4 1 4 Level 311' _ 01 City Center Level Level 2 (�South Elevation - Bridge \"A-204 1/8" = 11-01, 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com A "W,10 &I envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxom Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisherxom Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15201912:28:08 AM Na. Description Date Enlarged Elevations A=204 PERMIT SET 2401804 7/8/2019 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxonn Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 vw0riedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/1 5/201912:28:10AM Na. Description Date It Is svlulsom of the Isw fur en} person, IlIkIl acting untler the direction of Building Sections A=301 PERMIT SET 1/16"=1'-Q" 2401804 7/8/2019 (C.7) A-301 ;02 PRECAST _P. DOUBLE T -311 f Level 5 # Level 12 IL .0Lev11 , el Level 296- 4" Lev 11Mid I Ground Level 271'- T (�7:)Cross Section PRECAST COLUMN, WIIIIIIIIIIIII TYP. PRECAST COLUMN, TYP. T3 4 4.7 5 5.3 6 T 2 Amlll LIGHT WALL PRECAST .4301 SPANDREL - — — — — — — — — — — —— Level 335' - U U Level Level 3 311 0" U U d U U H U Level 2 U Level I Mid Level) 284' - 4" PRECAST COLUMN TYP. PRECAST COLUMN 114 Ground Levi—!�� 27 -0 Longitudinal Section 1/15" = I,0" 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxonn Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 vw0riedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/1 5/201912:28:10AM Na. Description Date It Is svlulsom of the Isw fur en} person, IlIkIl acting untler the direction of Building Sections A=301 PERMIT SET 1/16"=1'-Q" 2401804 7/8/2019 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarch itects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 www.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 www.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 www.fried manfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 www. daileyprecast.com Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:28:14 AM Na. Description Date It Is svlulsom of the Isw fur en} person, unless acting untler the direction of e Ilcensetl erzhl[ect, ro el[erthls do�umen[ In en} wsv. Building Sections A=302 PE11'-0" 2401804 7/82019 ( 2 D (C.7 xm' C A-302 A.9 A9 VL 6 LVL 56(CCROOF) (338, -c� v/� � (335'- 0') - - -- L - - -- - -- - -- - -- - -- -- - - - -- - -- - _LvL 4B(cc Level 12 Le'LVL s CitLVL 2BGC SLAB) x(305' - G� Le'LVL z ,(2ss' - 4'� _Level I (Mid _LVL i :(214'- 4'7 U DATION PLAN IIII III II I1III II III IIII III II III IIIIII ,111,,,11 I, „ I,,,I III—Faui uau�ii 267' III III III III III III III III III III III III III III III III III III IIIIIII IIIIII IIIIIII - (] :)Cross Section 2 A,3az fns^=1'-0" I III III III IIIIII 111+111 III I11-111-111-1 1 T-1 1 1III III III III III III III III III III III III_ 1 2 3 4 4.7 5.3 6 7 8 Maple Roof (High 352'k), A-301 - - - - - HighRock Roof 342' - 6" ❑❑ ❑❑ ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ Level 5 n 335' _ 0 0 0 0 _ - ❑❑ ❑❑ ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ Level4 n — _ 0 0 0 0 — — — — — — — — — 0 0 ❑ ❑ ❑ ❑ ❑ Level 3 311'-0" u _ City Center Level 305' - 6" Level" n 2Le - 4" V Level 1 (Mid Level 284' 4" III _Ground Level —III Foundation — — — — — — — — — — — — — — 267 0 Longitudinal Section 2 A3az 1n6'=1' -a° 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarch itects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 www.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 www.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 www.fried manfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 www. daileyprecast.com Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:28:14 AM Na. Description Date It Is svlulsom of the Isw fur en} person, unless acting untler the direction of e Ilcensetl erzhl[ect, ro el[erthls do�umen[ In en} wsv. Building Sections A=302 PE11'-0" 2401804 7/82019 Material Key Notes OBRICK SEAT OSTEEL CANOPY GLASS CURTAINWALL SYSTEM 81 6 22 Century Hill Drive, Suite 201 BEYOND CLEAR GLASS BEYOND Latham, NY 12110 <*> SPANDREL GLASS P 518.213.1010 L ---- j r r7' VIVAMbettecring.com YP. ALUMINUM FRAME SYSTEM OCONCRETE CAP <6> METAL ROOF Isla O.H.C.B. OVERHEAD CONTROL BAR WALL BEYOND<*> ALUMINUM STOREFRONT SYSTEM Lev Z. ,els -ALL BEYOND 335 0" ALUMINUM PANEL SYSTEM envision 10 INTERGAL CURTAIN WALL LOUVER SPANDREL CONCRETE WALL BEYOND BEYOND ARCHITECTS ND 52 James Street Albany, New York 122137 P 518.46 2.1848 2 vmwenvisionarchitects.com 4" Typ WALL BEYOND Structural Engineer WALL BEYOND Ryan Biggs I Clark Davis 257 Ushers Road CONCRETE WALL LeVe CONCRETE)NALL e�elI el � Level F Clifton Park, NY 12065 323' IL23 323 0 LEY P 518.406.5506 71F vmm.ryanbiggs.com 7LF7 Civil Engineer / Landscape The LA Group PRECAST SLAB Z. OPENING, TYP. TVP. 2 2 40 Long Alley OPENING TYP. Saratoga Springs, NY 12866 P 518.587.8100 7 vftm.thelagroup.com PRECASTSLAR TVP. Mechanical/Electrical Engineer Level Level _Level /7 . . _Level 3 31 lye C)� 1 Friedman Fisher Associates, P.C. 311'- ij� 31 0� 311'_0" 22 Aviation Road Albany, NY 12205 P 518.458.7040 vw0riedmanfisher.com Precast Concrete - 42 William E. Dailey Precast, LLC TUBE STEEL 295 Airport Rd )NALL BEYOND Shaftsbury, VT 05262 P 802.442.4418 Vqww.daiIeypreca&txom Level 2 A--� Level 2 A Le I Level 2 III III 2 296'- 4" 296' - 4" gye 4�� IIIM � M � Saratoga Spring EARTH s City Center 2 2 Parking Structure POURED POURED CONCRETE CONCRETE WALL FOUNDATION Saratoga Springs, NY /Level 1 (M d Level Levell Level Level 1 Mid Level) ve ----(M" L 284' 284'- 4�' 2114 4 4" PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:28:17 AM5 WALL BEYOND� 2 2WALL BEYOND Na. Description Date WALL BEYOND POURED 1 CONCRETE SLAB POURED CONCRETE POURED CONCRETE FOUNDATION FOUNDATION III POURED EARTH CONCRETE Ground Ground FOUN Ground Level Ground Level .-j Leve —41 xo 271'- 0' V 27-1 51�=III271'_0"_ ll 271' EARTH q g Wall Sections g A (�Wall Section -Maple (�Wall Section -High Rock tl �2Wall Section -South Wall Section -North ll A=311 1/4" = V -D" 114" = 1'-1" 1 PERMIT SET Scale 1/4"=1'-0" 2401804 7/8/2019 ■ 4 4.7 40 4.7 i - 7 A-703 -F — 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 F , A-701 N MAPLE TOWER 2 5�0 D � A-701 N z MAPLE TDWER 2 oo www.beftecring.com A-7°z � A,7°z 50 �] 02 30, 3 ° envision ARCHITECTS M TOILET 5�1 W TOILE 502 a O Al James Street Albany, New York 12207 P 518.462.1848 vmw. envisionarch itects.com MECHANICAL UTILITY F_503 04 UTILITY MULTIPURPOSE 304 3B1 Structural Engineer Ryan Biggs I Clark Davis 2 257 Ushers Road s°a s°3 F-1❑ 304 Clifton Park, NY 12065 P 518.406.5506 www.ryanbiggs.com z ��Enlarged Plan �t Maple - Level 3 Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 www.thelagroup.com a Enlarged Plan At Maple - Level 5 Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 4.7 4 4.7 www.fried manfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 z00A P 802.442.4418 www. daileyprecast.com w, 7 i i i i i i i A-703 <A �i N P701 0 "701 A502 Saratoga Springs City Center MAPLE TOWER 2 4099u A-70z a ° MAPLE TOWER z 20° A-7az 201 O zp0 0 Parking Structure Saratoga Springs, NY - - I - - secuRl� 2°1 < 202 0 PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/201912:28:21 AM TOIL 2�2 UTILITY 4 404 E UTILITY MECHANICAL LI20a 23 203 Na. Description Date 2 ma 4 hv Na e eo , ftl,H wf e,> H n nHs=e on ndd,tl,H airacoon orericanserl ercnicacc,roeicarmis ao-umencin env wsv. - a3 Enlarged Plan At Maple - Level 4 ® NORTH Enlarged Plans v 6b tea° Enlarged Plan At Maple - Level 2 A =401 PERMIT SET Scale 1/8"=1'-0" 2401804 7/82019 11.1 R..K STAIR HIGH ROCK TOWER 9_04 -— — — — — — — — — — — — (a Enlarged Plan At High Rock- Level 4 (3 Enlarged Plan At High Rock- Level 3 \,A-402 1/811 = 11-01, A-702 HIGH ROCK TOWER F_602) 77 (z Enlarged Plan At High Rock- Level 2 A.aaz 1'.. = ", (�Enlarged Plan At High Rock- Level I T T - - — - — - — - — - — — - 1��C 2 A,12 HIGH ... KTl I F—_0 000 (�Enlarged Plan At Ground Level (High Rock)NORTH \,� 11- 1.-111 4 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P , , 7040 . fried manfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileyprecast.com < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:28:24 AM Na. Description Date It Enlarged Plans A=402 PERMIT SET 2401804 7/8/2019 level 3 - Existing Building \Ad03 1'.. = j,_,,, R... Cl::0:4:::j 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, \/T 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 1 2 28 28 AM di —tin & li--d —Ihite,t I, dte,thi, d--� III, "IV Enlarge Plans A=403 PERMIT SET 2401804 7/8/2019 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15201912:28:30 AM Na. Description Date I[ Is svlulsom of the Isw for en} parse,, unless econg untler the d te, t I, i, Plan Details A=404 PERMIT SET Scale 1 1 /2" = 1 -0" 2401804 7/8/2019 (-37Section Detail At Vent Pipe Section Detail At Metal Roof- Low (2 Section Detail At Metal Roof- High 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15201912:28:34 AM Na. Description Date I[ Is svlulsom of the Isw for en} persun, unless econg untler the Roof Details A=501 PERMIT SET Scale 3" = 2401804 7/8/2019 6" DIAMETER GALV STEEL PIPE; FILL WITH CONCRETE AND DOME AT TOP; INSTALL PLUMB PAVEMENT 1[ ASPHALT1 ONCRET E BASE 1 -4 DIAMETER 3 Section Detail At Bollard (]::)Section Detail At Deck Mounted Bollard DRAIN PIPE W BENT PLATE 3/8" BENT PLATE WELDED To 311x3".318"ANGLES BOLTED TO WALL OR COLUMN. PAINT SAFETY YELLOW DRAINAGE AND OR STANDPIPE 3-k,Yx3ff' ANGLES PLAN ELEVATION (�Typical Pipe Guard 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 1228:37 AM Na. Description Date I[ Is svlulsom of the Isw for en} persun, unless econg untlar the Details A=502 PERMIT SET S-I� As indicated 2401804 7/8/2019 CMU LINTEL SEE STRUTURAL SEALANT ALUMINUM CLOSURE SEALANT & ANGLE BACKER ROD TYP. TYP. COMPRESSIBLE FILLER 6" CURTAIN WALL Section Detail At Curtain Wall -Head (2 Section Detail At Hollow Metal -Head �A-601 31, = 1,01. \�,4601 11, = I,.. ANCHOR SEALANT & BACKER ROD, TYP. 0 REIAR ALUMINUM ALUMINUM THRESHOLD THRESHOLD BELOW BELOW HOLLOW METAL ALUMINUM FRAME,FRAME, PAINT REBAR 63/4' —534' MASONRY SEESTRUCT. (5) PER T REBAR ANCHORS SID ®REBAR >< >< >< 0>< x S EALANT TYP. L SINGLE LEAF DOOR WITH LOUVER SEALANT, TYP. Plan Detail At Curtain Wall -Jamb (5 Plan Detail At Hollow Metal -Jamb (6 Plan Detail At Store Front -Jamb "I = J. -O" .4601 "I= 11-I.. SEALANT 8'R ROD, TYP ANCHOR 6" CURTAIN WALL Plan Detail At Curtain Wall -Jamb Section Detail At Hollow Metal - Sill (9 Section Detail At Store Front - Sill "I = J. -O" .4601 31, = 11-I.. 6" CURTAIN WALL COMPRESSIBLE ALUMINUM SNAP FILLER TRIM SEALANT,TYP SEALANT & BACKER ROD ANCHOR W/ A BLOCKING 7 -7 - FOUNDATION WALL Section Detail At Curtain Wall - Sill ri, )Sill Detail "I= 1'-0" � .4601 j 1 1/2" = 1'-0" 2' 6" CURTAIN WOOD WALL BLOCKING SEALANT, TYP GLASS CURTAIN WALL V ANCHOR PRECAST CONCRETE 12 Section Detail At Intermediate- Cw .501 j 1 1/2" = 1'-0" Door Types GLAZING GLAZING (TYPICAL) WIDE STILE ALUMINUM ENTRANCE PTD HOLLOW META Ho R12ONTAL FRAME DOOR WITH HOSPITAL F1 TYP Ell E2 U I STOPS SINGLE LEAF FLUSH SINGLE LEAF ALUMINUM PAIR EQUAL LEAF F1 DOOR STOREFRONT DOOR ALUMINUM STOREFRONT DOOR Frame Types 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 YwOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:28.40 AM Na. Description Date It Schedules and Details A=601 PERMIT SET SI� As indicated 2401804 7/8/2019 ole Roof (High Rock) n 'a a_ 3:23y._�� Le e 311' ll� EQ EQ EQ _2-1 SIM. A-501 171 Level 5AL 335'- 0" TYP. .4601 Level 323' - 0�� TYP. Z. _P �LeVel 3 � 601 2'-11' 4'-8' 4'-43/4'4'-43/4'4'-43/4'4'-43/4'4'-21/4' ED *0. EQ 2 OH. Z. TYP L, 4 r7 4,601 Level 5 n Le I LVel 5 AL� 'ye -33T - T� 335' - T 13 A -Li TYP. L8 _1_�n 327 1 3'-33/4' 3'-181/4' A-6013'-33/4'-181/4' Le I 31 7�,TYP. -P. 7 7 4 r7 7 A-601 �A.601) -G, TYP. A601 .4601 - BRIDGE/ PARKING (15) EQUAL PANELS Le GAIIII BRIDGE/ EXISTING BUILDING X807 Le Level 3 1237_11T� METAL PANEL SYSTEM Le jel�� 31 _ ,) ED. *3 Am601 E 0. 1.-0. ED. EQ. Sim r6 '01 A-601 ///7 Sim A,601 SIM. M601 11'- 1 112" 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 YwOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:28:46 AM Curtain Wall Types & Details A=602 PERMIT SET S -le M indi-t.c! 2401804 7/8/2019 5 4.7 GALVANIZED .'ARD RAIL TyP. I Level .323' 0� PRECAST LANDINGS Levels TVP Level 3 d�� 335'- 0" 311'- 0" [A A W - Level 31711 Ll Level 2 1961- 4" TYP. 311' - 0" Le id Level) 1 1284'- 4" 2Le ye 4� Ground Level 271'- 0" (2 Section At Stair- High Rock Section 50 � 1/4" = J. -O" \�� 1/4" = 1'-0" 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clarkavis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxo Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 ""Ahelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmN.friedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS NOT FOR CONSTRUCTION 7/15/2019 1228:48 AM Na. Description Date It person, unless k1l -11, 9 11, del the Stair Sections A=701 PERMIT SET Scale I = , ", 2401804 7/8/2019 F- 323 0 1 M L El Level 335'- 0" V - Level 3 4 3111 - 011 ---- ---- --- 4 323y-'D� 4 - Level 2 296Level 3 -4" C( Level Z 11' 31 _0 E :1 4—= City Center Level g-� Level 1 —T Mid T L1L� I E�A ID DI DII D L :1 J Lel — — — — — — — — — — — — — 0 297 - 4� ndj-evel Ti Grou27 --0- 7V (�3 Section At Elevator- City Center 2 Section At Elevator- Maple Section At Elevator- High Rock � 1'.. = j,_,,, \� 1'.. = j,_,,, 1/4" = 1'-0" ■ 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxom Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 —thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 vwm.friedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/201912:28:51 AM Na. Description Date nk Sections At Elevators A=702 PERMIT SET Scale I = ", 2401804 7/8/2019 Enlarged Plan At Bridge - Roof ill, = V-011 � I ® NORTH E ilarged Plan At Bridge - Level 3 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmN.friedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 1228:57 AM It 11 1 'Wilti �1' �f th� —f�' 11,k11 -119 lild�l il� Bridge Plans A=801 PERMIT SET 2401804 7/8/2019 (�Enlarged Ceiling Plan At Bridge - Level 2 (Exterior) \i ill- 1.-111 (2 Enlarged Ceiling Plan At Bridge - Level 3 i. -T 4 NORTH 0 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmwiryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmN.friedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileyprecast.com < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12 29 00 AM , li--d —hi -t 1, dtertlhi, id--Ilt ill 111 .111. Bridge Ceiling Plans A=802 PERMIT SET l.. = ", 2401804 7/8/2019 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmwiryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmN.friedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileyprecast.com Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:29:04 AM It 1 1 ll, l,f th� — fl�l Illy I li--d —lhi-t t, Iltei-thi, ill 111 .111. Bridge Support Plans A=803 PERMIT SET S-l� 1/2" = V -T 2401804 7/8/2019 I I 4 1 7 --- — - — - — ---- �E.K) ------ - - -------- - ----- --�E. K) 3 2 A-904 (a Blow Up Plan of Bridge at CC at Street 1 J. -O" 2 A-804 �2Blow Up Plan of Bridge at CC 112" 1'-T 5.6 5.8 A, 1804 5.6 1 5.8 A-804 — - — - — - — - — — ,z'-55/8• — — — — — — — — — — — 4jl, — (3 Blow Up Plan of Bridge at Deck at Street \i 1 , = J.-O"iii Ii �iBlow Up Plan of Bridge at Deck �01 1n°=1'-0° ' ® NORTH 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmwiryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmN.friedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileyprecast.com Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:29:04 AM It 1 1 ll, l,f th� — fl�l Illy I li--d —lhi-t t, Iltei-thi, ill 111 .111. Bridge Support Plans A=803 PERMIT SET S-l� 1/2" = V -T 2401804 7/8/2019 CT:)Wall Section At Bridge Level 4 323'- 0" Level 3 311'- 0" Level 2 296'- 4" Levels Level 4 ---323'- 0" Level 3 1, -0" Level 2 ---296- - 4" Wall Section At Parking Garage/ Bridge CT:)Wall Section At existing Building/ Bridge 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 vvmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 1229:06 AM Na. Description Date Bridge Sections A=804 PERMIT SET Scale I = ", 2401804 7/8/2019 !�1:)Section Detail - Bridge Elevator 11A -v 12" =1'-a" Center Level _,dL ws - 6" — I 1 111 111 111 111 111 111 111 111 K-2 Bridge Connection Section at CC 3 Bridge Connection Elevation at CC 112" = 1'-1" A-aasFl 12" = V -T Level 2 n196 - 47- 7V 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmw.ryanbiggsxom Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 1229:09 AM Na. Description Date I[ Is svlulsom of the Isw for en} persun, unless econg untler the Bridge Support Sections A=805 PERMIT SET Scale 1/2" = V-0" 2401804 7/8/2019 SEALANT, TOP AND BOTTOM OF FLASHING, TYP FLEXIBLE MEMBRANE FLASHING METAL TRIM "Z"ENCLOSURE FASTENED AND SET IN SEALANT SAW CUT REGLET 1/2" FLAT SEAM METAL ROOF 3/4" EXTERIOR IN JOINT OF BRICK PLYWOOD, TYP. PRECAST CONCRETE RUN SELF HEALING MEMBRANE OVER TOP FLEXIBLE FOAM ROD1 ------------ -- METAL FASCIA TO 1/2 TIMES WIDTH OF 21/4' MATCH METAL PANEL OPENING METAL DECK SLOPE 1/4" PER FT SEE STRUCT. DWGS — — — — — — — -- — — nEPDM ROOF SYSTEM WOOD BLOCKING Level 4 Section Detail At Ceiling 323' 31 /2" BATT INSULATION 77' BATT INSULATION 35/8" METAL STUDS @ 16" O.0 CO TVAPOR RETARDER PRECAST CONCRETE6' COLD FORM METAL - 2 4L FRAMING AT 16" O.0 5/8" GWB EXPANSION JOINT COVER WOOD BLOCKING j 5/8" EXTERIOR SHEATHING METAL PANEL SYSTEM �Section Detail At Expansion Joint (fiSection Detail At Expansion Joint/Roof Ceiling ( 1 1/2" 14" BATT INSULATION V I PRECAST CONCRETE 2" EXPANSION jo INT AT CEILING (�Section Detail At Store Front/ Metal Ceiing/ Expansion Joint .4e06 1 1 L" = 11-0.. ,R RETARDER . STUD SUPPORTS NG E ELECT. FOR TIONS. TYP. :NAP TRIM =L WALL PANEL STOREFRONT -HRESHOLD OF 0 ,TYP SLOPE 1/4" PER FT. METAL DECK SEE STRICT SEALANT BACKER ROD, DWGS TYP COMPRESSIBLE FILLER DWGS TUBE STEEL SEE STRICT, ANCHOR W/ WOOD SHIM 5" CURTAIN WALL ANCHOR (�Section Detail At Roof Curtain Wall 1 1/2" = V-0" LOW "E" GLASS I" CURTAIN WALL ANCHOR STEEL TUBE BELOW SEE STRICT. DRAWINGS (2 Plan Detail At Intermediate -Curtain Wall .4806 1 1 /2" = V-0" ALUMINUM CURTAIN TUBE STEEL BEYOND WALL METAL PANEL BEY NO METAL PANEL INFILL TUBE STEEL ANCHOR FINISH FLOOR STEELANGLE WOOD SHIM LIGHT GAGE METAL FRAMING AT 16" 0.. ALUMINUM FLASHING W1 DRIP 1 L113 311 - 11� METAL PANEL SYSTEM _ CONT. WEATHER - ------ I L BARRIER ----- - LIGHT GAGE METAL — — — — — — -- FASTENER, TYP LIGHT GAGE CLIP AT 32" O.0 SPRAY INSULATION (3 Section Detail At Sill Ceiling - Curtain Wall \'.4806 1 1/2" = V-0" 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitec s.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:29:13 AM Na. Description Date It Is svlulsom of the Isw for en} FlHSun, unless econg untler the Bridge Details A=806 PERMIT SET S-I� AS indicated 2401804 7/8/2019 EXISTING WALL STRUCTURE 5/8" �GWBW/ WOOD BLOCKING. MATCH EXISTING EXPANSION JOINT W/ EXPANSION JOINT MEMBRANE FLASHING A -M EXISTING STRUCTURE COVER 21/2" BATT INSULATION EXPANSION JOINT COVER BELOW 5/8" EXTERIOR SHEATHING EXPANSION JOINT COVER WOOD BLOCKING, TYP ---- BRICK ABOVE 22 Century Hill Drive, Suite 201 Latham, NY 12110 - - - - - - - P 518.213.1010 www.beftecring.com CONT. VAPOR RETARDER ANCHOR, TYP ADHERED MEMBRANE OVER BENT PLATE -1 1/4' 6" COLD FORM METAL FRAMING @ 16" 0.0, TYP. RE -USE EXISTING BRICK SEALANT & BACKER ROD, TYP EXPANSION JOINT W/ MEMBRANE FLASHING METAL PANEL SYSTEM EXPANSION JOINT COVER envision COMPRESSIBLE FILLER 2 112" COLD FOR. METAL I ARCHITECTS CONT. WEATHER BARRIER -EQ.- FRAMING W BATT STEEL BEAM BELOW S'METAL FRAMING AT INSULATION, TYP. SEE STRUCT. DRAWINGS 52 James Street 161, O.0CONT. WEATHER BARRIER Albany, New York 122G7 P 518.462.1848 COLD FORM CLIP W/ AA vmwenvisionarchitects.com FASTENERS STORE FRONT (CENTER IN OPENING) EQ. COLD FORM METAL HORIZONTAL LOW CELL FOAM BRACING WHERE REO INSULATION O Structural Engineer S ALANT& BACKER L COLD FORM CLIP W/ Ryan Biggs I Clark Davis ROD, TYP FASTENERS, TYP. 257 Ushers Road CURTAIN WALL Clifton Park, NY 12065 ANCHOR ALUMINUM THRESHOLD P 518.406.5506 6" CURTAIN WALL SEALANT BELQW�SET IN BED OF A vmm.ryanbiggs.com 3" A STORE FRONT (CENTER LOIN CELL FOAM INSULATION IN OPENING) 114' Ty. SEALANT& BACKER ROD Civil Engineer / Landscape 5.6 The LA Group SEALANT & BACKER ROD 40 Long Alley Saratoga Springs, NY 12866 WOODBLOCKING WHERE REQ'D P 518.587.8100 v"w.thelagroup.com 4 CURTAIN WALL ANCHOR 10' 6" CURTAIN WALL Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 ( Aviation Road �Plan Detail At Parking Garage & Existing Building Plan Detail At Parking Garage & Existing Building Albany, NY 12205 1 1/2" = 1'-0" 1 1/2" =1'-0° P 518.458.7040 vvwN.friedmanfisher.com 6" CURTAIN WALL5.6 Precast Concrete William E. Dailey Precast, LLC CURTAIN WALL CONT VAPOR RETARDER ANCHOR yp 295 Airport Rd Shaftsbury, VF 05262 SEALANT & BACKER SEALANT & BACKER P 802.442.4418 ROD, TYP. ROD, TYP v"w.daileypreca&txom LOW CELL FOAM STORE FRONT (CENTER IN INSULATION OPENING) CURTAIN WALL ALIGN WITH METAL PANEL 6" METAL FRAMING AT 15" O.0 5.8 WOOD BLOCKING, SYSTEM TYP ALUMINUM THRESHOLD ALUMINUM THRESHOLD BELOW CURTAIN WALL BELOW (SET IN BED OF SET IN BED OF SEALANT ANCHOR 714" SEALANT, TYP. COLD FORM CLIP W/ Typ STEEL BEAM BELOW 2 1/2" COLD FORM METAL SEALANT& BACKER LOIN FASTENERS SEE STRUCT. DRAWINGS FRAMING, TYP. ROD, TYP STORE FRONT (CENTER LOW CELL FOAM Saratoga Springs BB IN OPENING) ALIGN W/ INSULATION CONT. WEATHER BARRIER METAL PANELSYSTEM COLD FORM CLIP W/ City Center FASTENERS CONT. WEATHER BARRRIER Parking Structure 6'. METAL FRAMINGATIS" O.0 518" EXTERIOR SHEATHING Saratoga Springs, NY GOLD F RM METAL HORIZONTAL 6" COLD FORM METAL BRACING MERE REO'D FRAMING AT 15" O.0 CONT. WEATHER BARRIER WOOD BLOCKING cONT.WEATHER BARRIER w METAL PANEL 2" BATT INSULATION (LOOSE) EQ HERE REO'D SYSTEM 5/8 GWB TYP. —EXPANSION JOINT STEEL BEAM BELOW - - - - - - - COVER, TYP PROGRESS PRINT SEE STRUCT. DRAWINGS STEEL BEAM BELOW FLOOR — PRECAST CONCRETE NOT FOR CONSTRUCTION - - - - - - - SEE STRUCT. DRAWINGS 7/15/2019 12 29 17 AM WOOD BLOCKING EXPANSION JOINT - - - - - - - TYP. EXPANSION JOINT - - - - - - - - - - - - - - - - COVER SET IN BED OF SEALANT Z SEALANT, TYP. Na. Description ipti.. Date PRECAST CONCRETE EXPANSION JOINT MATCH ANGLE OF METAL PANEL, - - - - - - - - - - - ALIGN2 P ECASTCONCRETE - - - - - - - - - - -MATCH ANGLE OF METAL PANEL, % PRECAST CONCRETEW/ ALIGN % CHAMFERED EDGE, TYP EXPANSION JOINT EXPANSION JOINT 0 NT 2 1/2" COLD FORM METAL FRAMING W/ BATT INSULATION TYP. o Bridge Plan Details Detail At Parking Garage & Bridge ail At Parking Garage & Bridge (�Plan D (:]::)Plan Det 11/2-1'-0" 1 1/2" = V-0" A=807 6 b_� PERMIT SET Scale 1 1/2" = V-0" 2401804 7/8/2019 ED BOLARD, TYP EQ 7 EQ 4804 ED 8" CURE, TYP 6'COUD FORM METAL FRAMINGX804 AT IS" O.0 5/8" EXTERIOR 12- METAL PANEL SYSTEM 5/8" EXTERIOR SHEATHING 7/8" COLD FORM HAT CHANNEL AT JOINTS OF METAL PANEL SYSTEM, TYP PRECAST CONCRETE EQ 4 EO TYP. 0E. i EQ EQ i ED WOOD BLOCKING MERE Ri 12'- 3 W 21/2" COLD FORM METAL FRAMING AT 15" 0.0 TYP. 2 Enlarged Plan At Second Floor - Metal Panel ill 1111-11-11, 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmwiryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 YwOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VF 05262 P 802.442.4418 v"w.daileyprei < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:29:20 AM It 1 1 Ili ill ll, l,f th� 1111f�l Illy ll,k'l Ii llld�l th� 'i le 'ti� I li--d —lhi-t t, Iltei-thi, id--Ilt ill 111 .111. Bridge Plan Details A=808 PERMIT SET S-I� 1 1/2" = V-0" 2401804 7/8/2019 (4 Plan Detail At Roof 6" = 1'-0" ALUMINUM STORE EXPANSION JOINT FRONT COVER SELF ADHEARED I I I V MEMBRANE ALUMINUM THRESHOLD SETSET IN N BED OF SEALANT POURED CONCRETE C PETT_Level 3 E FLOOR TUBE STEEL BEYOND 6' COLD FORM METAL FRAMING IF I JOINT" AT PANEL JOINTS 5/81' EXTERIOR REMOVEBRICKAS SHEATHING VV/ 777 r REQDF R THE CONT. VVEATHERINSTALLATION BARRIER 0 EXPANSION JO JOINT, TYP. (2 Section Detail At Threshold & Expansion Joint \'A-aos 1 112" = 1'-0" (1:)Section Detail At Base & Expansion Joint A-V 1 112" =1'-0° CONT. WEATHER BARRIER R LIGHT GAGE META ING METAL PANEL SYSTEM "'. EXTERIO SHEATH FRAMING AT CONCRETE 8. CURB (�Section Detail At Base- Curb A.sas I I",= 11-1.. METAL PANEL SYSTEM PRECAST CONCRETE 7/8" HAT CHANNELS AT PANEL JOINTS METAL FLASHING (7 Section Detail At Base \'tV 1 1/2" = 1'-0" (E:)Section Detail At Expansion Joint/Roof / Ceiling & Store front A-V 1 112" =1'-0^ L8 0I � 1.1 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 12207 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmm.ryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 vftm.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 YwOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daiIeypreca&txom < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 12:29:24 AM Na. Description Date I[ Is svlulsom of the Isw for en} persun, unless econg untler the Bridge Details A=809 PERMIT SET S-I� M indicated 2401804 7/8/2019 Plan Detail/Diagram of Entry/Exit Gates (4) A-901 I'll, _ 11-11, �Q)Plan Detail Parking Exit Gates 1, =1,_p„ 10 22 Century Hill Drive, Suite 201 Latham, NY 12110 P 518.213.1010 www.beftecring.com envision ARCHITECTS 52 James Street Albany, New York 122137 P 518.462.1848 www. envisionarchitects.com Structural Engineer Ryan Biggs I Clark Davis 257 Ushers Road Clifton Park, NY 12065 P 518.406.5506 vmwiryanbiggs.com Civil Engineer / Landscape The LA Group 40 Long Alley Saratoga Springs, NY 12866 P 518.587.8100 v"w.thelagroup.com Mechanical/Electrical Engineer Friedman Fisher Associates, P.C. 22 Aviation Road Albany, NY 12205 P 518.458.7040 wmOriedmanfisher.com Precast Concrete William E. Dailey Precast, LLC 295 Airport Rd Shaftsbury, VT 05262 P 802.442.4418 v"w.daileyprecast.com < I Saratoga Springs City Center Parking Structure Saratoga Springs, NY PROGRESS PRINT NOT FOR CONSTRUCTION 7/15/2019 1 2 29 26 AM \I m' o _ q La. i\ \ � CITY CENTER � �\ O � The LA GROUP s� PP Lnndacepe Architecture @Engineering P.C. P F&- P-7— P(—.. m .1� e 58z 0180 5. 40 Long All $ O NY 12866 p www thaln9rouP.cam Saratoga S a a oga rtn a .51 \ � � � o _ _ _ --- - un�pmor�ed I dat on to ms nW —k5- - eT -' -s' - documents, ' t t5 -i- 7109 of the New Vork St,t Ed—ti- Law" MAPLE AVENUE s �th,LA0—p2017 W WW W dam. W W--�� e yy W— � � I -'--I - -LIMIT OF N/ORK - - - - - -- - Saratoga Sp rings uM- "� � _ o o Center 522 Broadway Saratoga Springs, NY 12866 MPP`E pVEN --- - - ----- -- - oe INLET P' OTECTION, - - _ _ - - \ L TYP. RUCTION \ 1 - \ ENTRAN P. L-08 STABILIZED CONST CE TY \ INLET PROTECTION, P. V N1 ON, TY 1 \ I o 08 9 INLET PROTECTIONNOW \ I _ -------PROTEGT EXISTING VEGETATION _— -- BURNSCONSTRUCTION , _ --_ -- --- ------ ---- INLET PROTECTION, _ _ ~ --\--- -_--L 08-TYP. I 3 - --- _ S -0 -FENCE, - - - - - - - - - - - - — SILT FEN i ---- CE, YP. L 1 -------------------- - - Q _ N - - - - - - - - - - - - - - MOUZON HOUSE CONSTRUCTION STAGING L �E- -- - - _ - 3 STOCKPILE AREA, TYP. - - _ - - -- -- - - _- -- -- --i ¢ �' s a -- INLETPROTECTION, 9 - - - -/----------- - - CONCRETE WASHOUT, TYP. bST ST— L OB ST ST P y— 2S— 15— 15 25 _ _ _ _ _ _ ROPERT LINE \ 9 _ — — — _ T —SILT FENCE, TYP. 2 T — — _ — — _ _ INLET PROTECTION, TYP. LII - - - - - - - - \ T 1 - / S-- INLET PROTECTION TYP. i1 - 8 _iI - --- —W W W W W-- W W— W W W --'o, --- - -- LIMIT OF WORK- S 0 -s s s s ~ s -�-- s s s s \ 777 L-08 SILT FENCE, TYP. 1 - - STABILIZED CONSTRUCTION 5� --�—-------- -- -ENTRANCE, TVP.-- --- - - - - - - - -- ��.-- S S -------- - - -- HIGH ROCKAVENUE -------------------- INLETPROTECTION. TYP. L98 - - - - - ----__ S S S _ -THRU SUMP 261.19 -- -- -------_T------ D gn. CMI - - _ __ - - I D v. MK Ch'k'"Ce Lj S _S 5 \ D- 7/2/2019 S,zI, 1"-2C' \. 0 0 0 0 IOC / 'i SITE PREPARATION NOTES: LEGEND ae°' Des PO' z 1 PLM MODIFICICATITI7 ONS 7/192019 20 10 0 5 10 15 20 Scale: 1" - 20' yr jeer rne: Flat Rock Parking Garage Saratoga Springs, NY PROPERTY LINE CONSTRUCTION LIMIT LINE 3tz EXISTING MINOR CONTOUR Sts EXISTING MAJOR CONTOUR STOCKPILE & STAGING AREA e L-08 STABILIZED CONSTRUCTION ENTRANCE L-08 —SF —SF — SILT FENCE 2 L-08 m INLET PROTECTION 9 L-08 Erosion & Sediment Control Plan L-01 RELOCATE & RELOCATE EXISTING STREETS GIN REMOVE & RELOCATE EXISTING I' STOP SIGN REMOVE CURB, TYP. SAWCUT PAVEMENT C PROTECT 1, MAINTAIN EXISTING VEGETATION EXISTING MOU20N HOUSE DUMPSTER TREE PROTECTION FENCING BOLLARDS (4) TO REMAIN .011.N HOUSE -W — — — W -LIMiTOfWORK S S-5 U ow S 5 PROTECT & MAINTAIN REMOVE LIGHT POLES sus 7E FIXTURES, TYP TREE PROTECTION BE FIRE HYDRANT - - - - - - - - - - - - - - - - - - - - - - — - FIXTURES 7 KEMU CHT. HIGH ROCK AVENUE — — — — — — — — — REMOVE &-SS11S`NKPL - - - - - - - - - - - - - - - I YP. ----------------- S WCUT TREE PROTECTION REMOVE LIGHT POLES & REMOVE CURBPAVEMENT& - - - - - - - - - - - - - - - - - - - - - - - - - - P S 'Y - - - - - - - - - - - ----------------- —7�xzm S— S— �s S S—S 0 0 0 0 SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES: LEGEND 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATEWITH THE OWNER'S PROPERTY LINE WITH OVNFRX)INNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT WORK DUE TO THEIR CONTRACT OPERATIONS. REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED OR DISPOSED OF MUST CONSTRUCTION LIMIT LINE 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE VVITH ALL LOCAL, COUNTY, 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. EXISTING MINOR CONTOUR NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. CONTRACTORSHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE EXISTING MINOR CONTOUR DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING EDITION OF THE NATIONAL MUTCDwITH NYS SUPPLEMENT TO PROPERLY PROTECT --ST-- EXISTING STORM LINE ACTIVITIES. REFER TO PROJECT PLANS.,NOTES AND DETAILS. WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF 4, BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. —s— EXISTING SANITARY SEWER LINE UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE 4. TREE SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFFSITE DISPOSAL OF ALL c EXISTING GAS LINE EXISTING CONDITIONS TO BE PRESERVED. TREES, SHRUBS, STUMPS VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT F EXISTING UNDERGROUND ELECTRIC 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING BUILDINGS OR OTHER TREES TO BE SAVED. TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, HUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN --W-- EXISTING UNDERGROUND WATER WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. - - - - - - - - SAWCUT ASPHALT WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. REPRESENTATIVE. n2 ........ REMOVE ITEM 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK CONSTRUCTION FENCE OPERATIONS. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE REMOVE CONCRETE PAVEMENT OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVE ASPHALT PAVEMENT La. The LA GROUP Landscape Ar,hij... &-gmeefing P.C. P-ra- P -,r,-. P(—. 40 Long Alley , 518-587-8100 Saratoga Springs City Center 522 Broadway Saratoga Springs, NY 12866 Flat Rock Parking Garage Saratoga Springs, NY Im, Chkd rlcR D— 7/9/2019 Sale: III -2c, Rev D,—,pt— D- 20 10 0 5 10 15 20 Scale: 1" - 20' U12111UHILiur1 cy Removals Plan L-02 \ �N CITY CENTER B The LA GROUP HEATED CONCRETE SIDEWALK, TO CONNECT \ 2 L Landscape Architecture @.Engineering P.C. \ -08 TO ADJACENT HEATED SIDENIALK SYSTEM P p(c. Purgom. P(ac¢. \ N 8 PEDESTRIAN CROSSWALK \ RELOCATEDL-08.1 40 Long Alley wp: 518-587-8100 "STOP" SIGN INSTALL STOCKPILED Saratoga S pring s 518-587-0180 RELOCATED "STOP" SIGN \ 2 DROP CURB AT GARAGE ENTRANCE, TYP \ NY 12866 ww.thetagroap.cam STREET SIGN L-08.1 �BTRIAN 3 L \„ L-08.1 b� 4 GAS PIPE DROP CURB 8 PEDESTRIAN CROSSWALK 8 - _ �� un..._'tii' id,tion oradd'itiontof \ � L-08.1 �- L-08.1 T CTILE WARNING STRIP, TYP - - p � � document is a violation of Section 7109 otthc New York Starz Educatio-, Law. 8 PEDESTRIAN DROP CURB, NP NO PARKING L-08.1 8 g PEDESTRIAN DROP CURB, TYP ANYTIME SIGN 4 o the LA Group 2017 TACTILE WARNING L-08.1 / L-08.1 L-081 PAVEMENT KEY / STRIP, TYP. INGLE WHITE PAVEMENT MAPLE AVENUE Ptepaedfot: STOP BAR MARKING LINE PER CITY OF 5 INSTALL STOCKPILED / SARATOGASPRINGS L-08.1 DROP CURB Saratoga Springs NO PARKING "STOP" SIGN STANDARDS 'w J J ANYTIME SIGN 1 R5' R10' % R10'TYP CONCRETE CURB L081 TYP of rlCKEr ISLAND I9 L-08.0 PIPE BOLLARD WITH CHAIN City Center .ayo .°e e° 4 I TYP RyP�/ T) 29.5' Sara POB BARRIER Way PAv Y L-oa.1 #R100' o gSprings, 522 Broad UE Saratoga Y 12866 N / R10' ALIGN WALKWAY,� ' - ° "2y �y Y �sp m 1'P - - 5 �J lei I �\ ` �r \ P WITH STAIRS 12 I w TACTILE WARNING 8 STRIP, TYP L-08.1 TYP I W x �% -,�'-8 CONCRETE PAVEMENT 8 1 CONCRETE CURB °31.6' 8 L-08 L-08.1 ° x RTTYP ryP x PEDESTRIAN L-08.1 ` CROSSWALK w w SEAT WALL___ TRANSITION CURBLEO" - 8 m CONCRETE STAIRS I MATCH NEW CURBINGANDHAN ` STRUCTULIPLAEtS \ 7.50' - ' TO EXISTING CURBING N ' I _ SEE ARCHITECTURAL PLANS CONCRETE STAIRS AND FOR PARKING SPACE LAYOUT HANDRAIL, SEE IN GARAGE STRUCTURAL PLANS z 8 } ly L-08 CONCRETE PAVEMENT 9 Iw L 5 1 TRANSITION CURB 08.iALIGN WALK4'JAY .5 110 ° L-081 CONCRETE CURB �I _ _ WITH STAIRS ALIGN WALKWAY IKE R CK, TY OF 4 2 ' ° ,r I "DO NOT ENTER" SIGN WITH STRUCTURE EDGE _ I BARRIER GATES ° 2 BIKE RACK. TYP OF 4 p BY OTHERS MOU20N HOUSE L-08.2 Ll 08 ASPHALT PAVEMENT 6 PEDESTRIAN L-08.1 ' 5 ° 'OF rlcKEr ISLAND 8 CROSSWALK �' � L-08.1 TRANSITION CURB ALIGN WALKWAY L-08 CONCRETE PAVEMENT 6'_ � - - - WITHSTRUCTURE ° ° EDGE /// 10 ASPHALT PAVEMENT, TYP PraJect T'de 08 12.5' � / PARKING PAVEMENT MARKING, Flat Rock S 12.5' 4"WIDEWHITE TRIP x,.. 19' ------------ m - - og- TRANSITION CURB Parking Garage -- - Rzo' W Sarato a 5 rin s, NY d 9 P 9 BARRIER GA ES W I iL w _ BY OTH RSQ'^� � L-08.1 TACTILE WARNING Si P 18 TYP A RIP TY R2' 26.4' g R5' TYP TYP R5' .1 R60' I Y R60' TYP - - - R2' TYP p 6' R2'RS'TYP R22' b > PROPOSED CONCRETE CURB TYP R2 TYP ,P TO MATCHHEIGHT. EXISTING PROPERTY LINE CONCRETE CURB TO REMAIN. 81' 87' 49' - 14' 38' 12' 10 ±21.5' 24' R5' TYP 5 TRANSITION CURB TACTILE 8 5 L-08 TRANSITION CURB 4'-8" INFORMATION KIOSK SIGN TACTILE 08.1 8 L-06.1 WARNING L- .1 PER CITY OF SARATOGA SPRINGS 'WARNING L-08.1 STRIP TYP. HIGH ROCK AVENUE STANDARDS. DETAIL BY OTHERS. STRIP, TYP 5 PROPOSED CONCRETE CURB TRANSITION CURB L-08.1 Project Na.: 2012127 TO MATCH HEIGHT. EXISTING CONCRETE CURB TO REMAIN. 4�PAVEMENT KEY Design: CMI THRUSUMP$261.15 Drawn: KIT S,'I, MCR Date: 7ry2019 Sale: 1"-2C' LAYOUT NOTES LEGENDRei: PROPERTY LINE 20 10 0 5 10 15 20 1 Descriptigr Date PLnN MODIFICATIONS 7/19//019 CONCRETE PAVEMENT L 08 Scale: 1" _ 20' EXPANSION JOINT ASPHALT PAVEMENT 10 L -OS Oraiving iiik SEATWALL 9 Layout & CONCRETE CURB e L-08.1 Materials Plan ® TRANSITION CURB 9 DECORATIVE STREET LIGHT L-08.1 Drawing Ivo. ACCESSIBLE PARKING SPACE �7 L -0e.1 SLAB ON GRADE SEE STRUCTURAL PLANS L-03 La. �� \ CPED The LA GROUP � ` T N� / r� YL\ \ �`�\ \ Lend ace pe Architect are@Engmeefing P.C. \ o HV / NY l 6 www. D 1 40 Long Alley p: 518-587-8100 Z I1 \ � \� \\ sprnge f.518-587-0180 YL _ o Y \ �, Saratogaza s t theln9roup cam _TT - N4 GAS PIPE-' \l,\` O � � Un�uthor zed alteraCon or add'[on to [h's - - _ t e -- - - doepmekS a i suet 7 os of no 1294.34 Lwl DMH Neva Vork Srec Ed os Law. _ \ r TF=295.17 T =296.39 of 'on / (9 Che LA Group 2017 / -_W_ACCESS N ACCESS 15- / -W a MAPLE AVENUE 0 W -W 294.9\ w .294.61 �W W W__ '� Ptepa,edfot: l 295.14 285.45 -W / //i p`-2488 294.921 .05 J/ _ W 29958 e Tti 29°.8 W--w--W- Saratoga Springs 9U86� - _-_ TC295.74 TC296.1� 25C W -- -- h % BC 298.3 /^ 293.8 t �T 95.25 City Center -,2g5 5.55 BC _ 29° _ TC296.02 522 Broadway 294.8= _ PROPERTY LINE Y �w� -- Sys PVE -296.0 295.70 9Springs, pNE - ti°j 293.1 293.x5 x - - Saratoga NY 12866 _s _ /fir- / ( M 292.1 �, -- �W/ /'� _5 _ / 293.55 P PERiY lINE.. 294. - _FFE FEE _ _ .. - - 29� 296 x 296.65 5 / BC 2K1.51 6�'z 293.5 �p .00 296.40 29 B6 �\ 296.46 -___\ 296.9 - -- -- -- - - 29 0 298.41 \ x - _ 295.66 \ I I y BW .0 296.4 - - \ 5991 V \ TCIBC 295.9 m I -- _\ \ FFE _ TW 296.0 \ a 811293.5 296.00 TC 296.4 294.0 \ \ , BC 295.9 295 3 ' 295.0 296.3 ' N rl N 29� \ \ 1 \ ' i 284.3 ' /� 24" CP 294 272.67 27287 \\ 278.5 T \ �� I ///- f- -- - --- 1g2 .75 \ -- \� - 1 \1 284.3 TW 293.7 -- --- /= �, ) J) _ 29°.3 285.65 � ` I _ - --- --�' -i /' 1 = 1 -- EROSION CONTROL __--- i 2W31 LQ9 MATTING EROSION CONTROL MATTING 1 / - 1 = - - - - - - - - - - �f 287.5 - - - , L-09 j// 280.55 / _ - - - _ -_ _ o_ -- -- _- _ _ - /j%/ 275.55 272.67 -- --- -_-_ - -- --- - _ _ x_28 5 77 81. - i ---� jj% 275.45 Q.fc - ---------- _ -._-_ - -- -- --- ---- L-- - - -_ ------ - 7,9 '27796 / _- _- _- --- --�--- -- -- �\ 278.0 J - - 278.1 278.1 284.3 ■ 2843- _ T ■ r. _ _ _ 2717° -- - - - - - ■ - - - z7°.s ■ z7o� 270.1 J 27.71 272.° i - 1 - - -- ------ --_2u. -276.3 ---- 270.5 - _------- N TC 271.5 -_ 270 / ecvl.o -------------------- J �x x To 271 ' TC 271.3 - _BC 271.10 BC 270.8 - - - - z I _u __-------------- -- 2FFE - -_ -.-_ W - - - - - - - - ec 27.77. ° °htoo � I � - - --- - _-- ---_ 270.85 270.85 -- - - Ne 22 K I I � - - - - - TC 271.60 I } -_ TC 271.5 FFE _ - ----- _- ITC 71.5 FFEr271 BC 271.0 271.0 2710 271.00 - ---- 271,0 m 20351.1° - ecz7l.o 279.0. z R° x�R27..s 3 Flat Rock - --- l TC 270 ° Parking Garage 1 J JJ• 7777 -_ 270.55.. - - n BC 270,1 J L JJ - J -- 1--- - - J J - J - J L_ - J 2717 - TC 269., ti - - -- 1- k - - 2701 I Saratoga Springs, NY 7.48 TC 270.6 _- - - - _ ? _ - x 21 70.71 � 27°.71 + C 269.9 267.28 BC 270.36 rr-no.vs x 27°.4 27°.4 - - - - - - - - - --- 270-- - - --_ 270,6 �� . - - - - - - - - x TC/BC 269.3 --\ IBC 270.2 _ -- - 269,1 270.2 270,5 270.55 1 _ - - 271 271.0 268:2 270.4 �r\ - 270.2 271,2 I _ P 12" RCP ASPHALTPAVEMENT i _ _� _ �T ROPER LINE _ A - TO-SLOPi TO MATCH T 270.4 27 \ `V 210 \ - - T - 269.7 269.7 \ 269.7 269.8_ I a EXISTING - W W W JN W -27..`W _ - - - - - - - vo.2 va.2 < -- - - - - - - - ----- # o -- ---#-- -- - - - - - - _ 269 0 \ TF 268.8 EX _ - - - 269,1 268.9 MATCH EXISTING C�5 S 5 5 S S -S S S 5 p- 6 / - ABFdFR$�HfEM4gER1€NT TO ` TF=268. \' SLOPE TO MATCH EXISTING BENCH=262,40 \ SSS -- - - - -_ - - -� ca�- _�`i - - - - - - - - - - - - - ------------------- - - - - -- - HIGH ROCK AVENUE DMH _�_ _ TF -268.57 _ _ - -SUMP-258.39 _ - -- ----- P [Na:. 2018127 �S- --- - - _-- __=---�Hk U _I -_l-_ Q- CMI I _ � S S_ S 5 5 S S S US_MP 26119 ---- ----i � o KIT Ch'k'd: TRH n. Dam: 7ry2019 Sale: 1"-2C' GRADING NOTES: LEGEND Rev: Descriptior'. Date: 1 pLe.N MODIFICATIONS 7/19/2019 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "BOUNDARY SURVEY NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, 20 10 0 5 10 15 20 � � � � PROPERTY LINE SHOWING A PORTION OF LANDS OF NOW OR FORMERLY OF THE CITY OF SARATOGA 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE MAN HOLES, CATCH BASINS. HAND HOLES. WATER AND GAS GATES, HYDRANTS, ETC., SPRINGS AND A PORTION OF LANDS NOV OR FORMERLY UNDER LEASE AGREEMENT TO BOTTOM OF CURB UNLESS SHOWN OTHERWISE. FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE $SQ MAJOR CONTOUR THE SARATOGA SPRINGS CITY CENTER AUTHORITY", DATED JAN. 3, 2017, AS PREPARED UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. Scale: 1" - 20' BY C.T. MALE ASSOCIATES. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND $52 MINOR CONTOUR PROJECT SURVEY. GRADE OF THE EXISTING PAVING. 14. CONTRACTOR SHALL BLEND NEW EARTHN/ORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. -850- EXISTING MAJOR CONTOUR 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME LAND SURVEYOR. PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET 15. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT - 852 EXISTING MINOR CONTOUR GRATE TIGHT TO FACE OF CURB. ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT 857 Drawing Tirk CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS R TO THE AREAS SHALL BE AINTAINED INUOUSLY TO EVENT 3 START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE 50 LOCATED THAT 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY REED L ING FROM �CONCENTRATED TRUN-OFF. WHEN REROSION O IT IS NECESSARY TO INTERRUPT THE R DAMAGE - PROPOSED SPOT ELEVATION Grading Pla n THEY WILL NOT BE DISTURBED BY CONSTRUCTION. HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR EXISTING DRAINAGE PATTERNS AND!OR UTILITIES, PROVIDE TEMPORARY FACILITIES + 285.8 STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S + EXISTING SPOT ELEVATION 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A TO OWN ER. REPRESENTATIVE. MINIMUM SLOPE OF ONE-EIGHTH INCH (1!8") PER FOOT. MAXIMUM CROSSPITCH OF ALL ST EXISTING STORM DRAIN SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE 11, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND 16. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE GRADE UNLESS OTHERWISE NOTED. W EXISTING WATER LINE CHANGES. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 5 EXISTING SANITARY LINE Drawing Ivo. 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE 12. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. %�i��i�%% EROSION CONTROL MATTING L-05 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 13. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS CONNECT TO EXISTING WATER MAIN WITH 2" CORP STOP qV \\ O� BOL �1 GA The LA GROUP 0 CO BOL CO Land chttectvre� 40 Long Alley 518-587-8100 Saratoga Springs 518-587-0180 S MIT TF=29"'31 NOT ACCESSIBLE SSP"—SAN 2" CURB STOP T"4 WV WV WV MAPLE AVENUE NY 12866 U _Hh.',.d adda to the S-- 7209 ° lhe 'c N'JeA'je �N C TOEXISTING 09 SANITARY LINE WITH SADDLEWYE PROPE L)NF d .11101ERTY LINE I r 11 1 0vmflh,LAG,2017 Saratoga Springs City Center 522 Broadway 4" PVC SANITARY LATERAL, 2% MIN. SLOPE ri n SANITARY CLEANOUTLCY 11 CB_ Ill. 2�11 ASaratoga � I �.— I —\ \\\\\\\ \ \ \\\\ \\ Springs, NY 12866 �O9 2" COPPER TYPE K WATER SERVICE SEE MEP PLANS FOR STORM PIPING INSIDE GARAGE, TYP. CB RIM 283.3 RIM 270.5 1, RIM 270.0 2"COPPER TYPER 4 OR 09 �C "J�TER SERVICE RIM 270.0 12" HDPE PIPE, SEE MEN PLANS IM 270.0 FOR CONNECTION LOCATION IF HYDRODYNAMIC -RABAT R STUB SANITARY TERAL RIM 2, , L-09 5L FROM EDGE OF IN,/ IN 'J� SIDEWALK FOR FUTURE INV. IN: 26�.O CONNECTION. LU LU Of F - 0 (/) INV. OUT (EXIST.): 265.01, FIELD CONFIRM IL WATER SEPARATOR, PLANSSEE Ne 5 cell/ (BLDG): 267.01 CB -1 L STUB ATER 1M � EDGE F 'DE�fFUTURE CONN TION. TUBWITH FIRES RETIG CAPASS LY. INV. OUT .266.25 Flat Rock a" PVI SANITARY LATERAL, 2% SLOPE T ROPERJY LINE ST ST T — ------------- �'_l OF 2" CURB STOP @ 0% SLOPE 12" RCP Parking Garage Saratoga Springs, NY "T Wim— W—\I-- i CONNECT TO UNDERGROUND HYD S S_' —S S_ HIGH ROCK AVENUE EXISTING 12" PIPE TELEPHONE TO REMAIN \--ADJUST RIM ELEVATION OF ADJUST RIM ELEVATION 1-1 REMOVE AND R EXISTING WATER VALVE BOX REPLACE FRAME &CONNECT — — — — — — — — - GRATE. INSTALL FRAME & COVER JRFM 770.1 APPROXIMATE LOCATIONC" OF EXISTING 30" RCP TO EXISTING 6" ELEVAnOLL263,W INVERT ELEV.A�n0h[ 263.W L . . . . �09 LOCATION OF 12" DUCTILE IRON PIPE —EXISTING 12" PVC PIPE NNECTTOEXSTINGWATER APPROXIMATE LOCATION OF :F ------- EXISTING SANITARY MANHOLE AS REQUIRED TO BE FLUSH WITH 12,7' CULVERT TAKEN FROM SANITARY MAIN —MAP-REFERENC&1+0.� . . . . . . . ADJNSr RtMaFVATION OF — — EXIS,TING VIATER VALVE 5 KIM PROPOSED FIRE HYDRANT — — — — — — — — — — S S YC MAIN WITH 2" CORP STOP 12'X7r CULVERT TAKEN FROM MAP REFERENCE NO. 4G — — — — — — — — — — — — . . . �_ TIRU SUMP261.19— ADJUST RIM ELEVATION OF VALVE BOX _79TIN WATER RIM: 269.3 — — — — — — — — — — — — — — — — ADJUST RIM ELEVATION OF EXISTING WATER VALVE BOX RIM 269.5 . . . . . . . . . . . . — — — J� CO GAS HH� Pr,j,,t N, 2 018127 D-, C.1 WATER SYSTEM NOTES UTILITY NS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER 1. THE CONTRACTOR 1. WATER MAINS GRADE OF 6-0". AUTHORITIES BELOW FIN LOCATION NOTES SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE OF ALL EXISTING UTILITIES BEFORE COMMENCINGWORK. ANY COSTS LEGEND 20 10 0 5 10 15 20d PROPERTY LINE E— UNDERGROUND ELECTRIC Scale: 1"-20' III -2c, D- 7/7/92019 S'aID11111: 11T 1h1. — --ptim, D 2. CHLORINATION PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE INR., INCURREDB CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND AAWPI.A. STANDARDS AND AUTHORITIES SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATIONAFTER DISINFECTION ATAN.Y.S.D.O. WILL APPROVED LABORATORY LL TAKE 2. LOCATION PLACE PRIOR To TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. BUILDING WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 3. THE LOCATION 3. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) FOR INFORMATION BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO CONSTRUCTION. BEA MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN LOCATION AND ANY SANITARY OR STORM SEWER. LOCATIONS THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL FOOTPRINT CONFIGURATION. OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE s— SANITARY SEWER ST STORM LINE WATER LINE G— GAS LINE w PROPOSED LINE WATER LINE 1 PLnN MODIFIC4TIONS 7/19/2019 FOOTBALLS, 4. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). DISCREPANCIES COSTS 5. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BORNE BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. EXCAVATION 5. EXTEND PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED DUE To FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BY THE CONTRACTOR. REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND, DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY SAN — PROPOSED SEWER LINE --ST-- PROPOSED STORM DRAIN Utility Plan WORK AS 6. CONTRACTOR UTILITIES, OF CONSTRUCTION. REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION D"." No. L-06 CONSTRUCTION SPECIFICATIONS'. 1. STONE SIZE- USE 14 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE ' RESIDENCE LOT WHERE A30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX(6) INCHES. °moo 4. t:VIOTH-PNELVE (12) FOOT MINIIdUId, BUT NOT LESS THAN THE �� opo o �000At FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS o OCCURS. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS II"IPRACTICAL A IdOUNTABLE BERP,I P�. 8gg °� t:VITH 5:1 SLOPES WILL BE PERMITTED. � G� 2� 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING ORSEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 25-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12" THICK. 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATE AL AREA STABILIZED WITH STONE AND WHICH DRAI NS INTO AN OVER COMPACTED SUBGRADE APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 10' MAX. 4 TO 36" MIN. FENCE POST 36" MIN.. 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND FILTER FABRIC - 0 m - m O _ FLOW EMBED FILTER CLOTH MIN. 6" INTO GROUND PERSPECTIVE FILTER FABRIC; FASTENED SECURELY VIEW TO FENCE POSTS W/ STAPLES SECTION 2 SILT FENCE �\ SCALE: NTS / �/ O FIT) O U V U CL l O O O O p O C7 DRIP EDGE ORANGE POLYETHYLENE WARNING FENCE FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA", MIN.3 SIGNS PER TREE. OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES 4 METAL POST U H U UI 3 TREE PROTECTION SCALE: NTS JOINT SEAL PER SPEC. T TOOLED JOINT W/ 114" TOOLED JOINT 5' O.C. OR AS RADIUS EDGES AS SHOWN ON PLANS &OTHER SHOW/N, TYP. a DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING PREMOULDED JOINT FILLER SHALL ALSO OCCUR AROUND ° ENTIRE PERIMETER OF CONC. EXPANSION JOINTS TO OCCUR 11'0, PAVEMENT. JOINT MAX & AT ALL CURBS, N/ACLS, &WHERE a ° "JOINT SHOWN ON PLANS OR OTHER DETAILS EXPANSION JOINT SCORE JOINT MAX. 2 NOTES: -BE 4TEE6REA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. MID SkTtAXIIdUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. ACH PI LE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER FOUpED.CORRESPONDING DETAIL. 4. A PERIMETER DIKEISWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. 6 TEMPORARY STOCKPILE SCALE: NTS SECURE BLACK FABRIC TO INSIDE OF FENCE FOR PRIVACY PER CITY OF SARATOGA SPRINGS STANDARDS 2" O.D. GALV. STEEL LINE POSTS (2-1/2' 20'.0" GATE OPENING O.D. END POSTS), ADJUSTABLE DIAGONAL SPACE S O.C. MAX., 2" MESH, 9 GAUGE GALV. STEEL BRACE PER ryP MANUFACTURER'S 3-112" OPENING RECOMMENDATIONS, 2" O.D. GALV. STEEL �`�'- TYP, TOP RAIL, TYP. 2" MESH, 9 GAUGE PIN HINGE, GALV. STEEL (3) EACH GATE, _ 1-5/8"' O.D. GALV.P_ NP' STEEL MIDRAIL 4T GATE POST, 4" 7?" O.D. GALV. STEEL, 70GAUGE TENSIONX>>"njSyTl TYP' 1/' 2'INTERIOR AND -W _ - - II =III-III=1T li III=11 W -W- PERIMETER GALV. WIRE, TYP. _ 4 -INCH IMAX. OFFSET - ll W -al II-11eu III II ILa W-WFROM GRADE, TYP.EXISTING TEMPORARY =E[II II ryP' GRADE, TYP.I I LATCH AN❑€lIII=LOCKING GRADE, TYP. MECHANISMSLEEVE, TYP.CONTRACTOR VE ALL POSTS INTO W- - =Jg- „W„ UNDISTURBED SOIL, DRIVE ALL POSTS INTO SHALL SUPPLY MIN. 4 -FOOT DEPTH, UNDISTURBED SOIL, MIN. LOCKS., TYP. (SEE NOTE 2), TYP. 4 -FOOT DEPTH (SEE NOTE 2), TYP. NOTE: T. ALL FENCE POSTS, CORNER POSTS, AND GATE POSTS SHALL DRIVEN 4'-0" MIN. DEPTH INTO UNDISTURBED SOIL. 2. FOR TEMPORARY CHAIN LINK FENCE INSTALLED WITHIN EXISTING PAVEMENT AREAS, SHORT CONSTRUCTION DURATIONS, OR AREAS OF SHALLOW BEDROCK, THE CONTRACTOR IS PERMITTED TO INSTALL FENCE POST PANEL STANDS OR FEET PER THE FENCE MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY THE DIRECTOR'S REPRESENTATIVE; THE CONTRACTOR SHALL ADD SANDBAGS (2x 50 LB BAGS PER POST, MIN.) ON FEET TO SECURE FENCE IN PLACE', CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAND BAGS IN CLEAN 1 GOOD CONDITION DURING CONSTRUCTION. 9 INLET PROTECTION FOR PAVED AREAS SCALE : NTS TOP COURSE-NYSDOT ITEM NOTES: PG-64S-22402.1273QR, 60 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY TACK COAT-NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. p w2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE BINDER COURSE - NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER PG 64S-22402.2579QR-80 COURSE. w m w SERIES COMPACTION PG 3. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO BINDER (LIQUID ASPHALT) COMMENCING PAVING OPERATIONS. GRADE SHALL BE PG -64-22 PAVEMENT TOP BINDER GRAVEL VjVNNNNT COMPACTED GRAVEL- TYPE COURSE COURSE COURSE NYSDOT TYPE 2CRUSHER ALL 2' 12" RUN -STONE (SECT, 304) ASPHALT COMPACTED TO 95 \ \ \ \ \ \ STANDARD PROCTOR SEPARATOR FABRIC (NYS DOT 207) SUBGRADE-COMPACTED TO 90% STANDARD PROCTOR CONSTRUCTION FENCE ASPHALT PAVEMENT 7 SCALE NTS' 1O SCALE: NTS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK TO WALK 4" CONCRETE -SEE 6" CONCRETE -SEE CONCRETE SPECIFICATIONS CONCRETE SPECIFICATIONS 6" X 6" NO6 WOVEN WIRE 6" X 6" NO e WOVEN WIRE MESH EXCEPT A.O.B.E. �j MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS B" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED DOT SECT. 304, TYPE 2 COMPACTED J / TO 96°h STANDARD PROCTOR ` ` ` ` ` ` ` TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO FGL F <L1: SUBGRADE COMPACTED TO 90°/ STANDARD PROCTOR 90% STANDARD PROCTOR 4 CONCRETE PVMT. EXPANSION /SCORE JOINT 1.)SIDENIALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL PROPERTY LINE. ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC SCALE: NTS 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. WORKS. 3.) SIDEt:VALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 2J SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR T(MIN.) 8' MIN. CONCRETE FROM THE EDGE OF SHOULDER. WASHOUT SIGN 3.1 SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH CONCRETE DRAINAGE. \WASHOUT STAPLES (2 PER BALE( WOOD OR METAL CITY OF SARATOGA SPRINGS F 0 B u STRAWBALE STAKES (2 PER BALE) CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 10 MIL PLASTIC THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO LINING CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREE2E-TH4W CYCLES AND DEICERS WHEN SATURATED. THE EXACT WITHIN A CITY RIGHTAF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE [JAY VARY MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS. o o ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL - SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK 0 o STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS NOTE'. CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS', 1985. 10 MIL PLASTIC AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW LINING 1. WASHOUT AREA SHALL BE SIZED BY THE WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 41NCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY STRAWBALES STAKED LESS,' (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE., (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS CONTRACTOR TO ADEQUATELY CONTAIN PROPER FINISHING AFTER BLEED HAS EVAPORATED FROM THE PLANNING BOARD. 0 B [��INTO GROUND CONCRETE CLEANOUT. SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR 'A SUPER PLASTICIZER MAYBE USED TO INCREASE SLUMP AND CONCRETE WASHOUT }. CONCRETE PAVEMENT 5 SCALE NTS V SCALE NTS CONC. FILLED BOLLARD. FORM TOP OF BOLLARD TO SHED \NATER. POLYETHYLENE THERMOPLASTIC PIPE SLEEVE BY IDEAL SHIELD COLOR TO BE SELECTED BY ARCHITECT. 4" DIA. PIPE BOLLARD UNO, REFER TO PLAN 3000 PSI CONCRETE FOUNDATION. GRADE VIII-IIHII-II W-Ill=11E11 II-L--T1JIM Ili -I II'�-W-III -�1T� III=I1 EIIkLF IIHII -LH-r -Ilj-ll J -SEW=�L'�-W-I JJ=11k �I -IIHII-IIII=L-Ell 111 k -I I 11111=L -11tH I_kW=SEW= -151' I II 111 - L III III L'�fU- -IIHII- -L - ° 1_I'1I1F -III-IH -SII I_I-11-IT'r=W-1LE11',-I-I -I=11H I'�-III III-IIEL'r=L y-U1=L-ICI=W-I = III II -II L-1��IIII1��11-II�II'�-W= L -I -VIII-IIHI- �-IIH1 IIF -LE IIE11-U)=I III- IIII-�jI:-IIF-IIHII II- �rL SII � 6" I T-W-IIEV�W-I IIEII kW-1r�Ul=III II- IIF-IIHII-I'r-L=1C III-IIH1JY-�II IIF -11=11 Lk II I Ilk 11=LEIS',-�L'�-IL�I11 IIHII-IIkL II�W � Ill-��-I -IIHII II- 1L=W=W-IIE1LF= aW-III-11kL-LEW=L r1L'=r11-�1TFLH 11 JI(iil-IkW-1Ell;= 11 _=1 ° TkW_1 _SII III-II-��Il -UT111 '�L- - = III-IIHI�111=IIHII-LII,LI`t =--- ' -IIL-I I-�k,ILlcl ��rl�l uL-11 11 PIPE BOLLARD DETAIL SCALE: NTS The LA GROUP Landscape Architecture &. Engineering P.C. -F& Purpme. Pecs. 40 Long Alley P518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroap.rom Unauthorized alteration or addl-Ionto this document is a violation of Section 7209 of the New York State Education Law. K1 the LA Group 2017 Prepared for: Saratoga Springs City Center 522 Broadway Saratoga Springs, NY 12866 P "j" re/e: Flat Rock Parking Garage Saratoga Springs, NY Praject No.: 2018 27 Design'. CMI Drawn'. KIT CIL kc: MCR Date: 7/9/2019 Scale: N -S Re,'. Description: Date: 1 PLAN MODIFICATIONS 7/19/2019 O.awing Ttle Site Details D. -awing No - L -08 CONCRETE 314"PREMOLDED SIDEWALK EXPANSION JOINT FINISHED 114" RADIUS GRADE PAVEMENT POURED -IN-PLACE 8 ocg8�b CONCRETE CURB SEE ° m oO� CONCRETE o o SPECIFICATIONS ' GRAVEL COMPACTED TO 95%STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX FULL CURB AT SIDEWALK PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE6, FINISH GRADE; BITUMINOUS 6' 112" RADIUS 1/4" RADIUS OR LAWN, SEE PLANS � Iil PAVEMENT =III III1EIII=III=III—III ` FINISH GRADE o J o0 i i goo �o 0 4,000 PSI CAST -IN-PLACE CONCRETE ` _ _ _ `��Pb,�PoCAST-IN-PLACE CURB SEE CONCRETE -III �8 yp, _ C _ _ TE CURB SPECIFICATION 1— H a Q,� °C EII a caro III=11 Fr,II Fr,IIF ° GRAVEL COMPACTED TO � �c 95% STANDARD PROCTOR III lb yL III- SUBGRADE COMPACTED TO III X 8 FI GACTED RAVEL BASE 90% STANDARD PROCTOR -III III—III — III—III NYSDOT SECT. 304, / HIIJ �IIH HIR TYPE2 NOTE: EXPANSION JOINTS SPACED FULL CURB AT LAWN ALONG CURB 10O.C. MAX. N FLUSHH I CURB N PAVING NOTES: CAST ALUMINUM FINIAL AND ROOF 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120Y POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 FLUSH CURB TRANSITION CURB 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER 3, PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS LIGHT ONCE CONNECTED. QO 5T PNIST LOCK FITTER 3. ELECTRIC SERVICE'. SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC DRIVER COMPARTMENT NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL III III III III _ WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: (STREET SIDE) THHN COPPER STRANDED NUMBER 6 COLORED RED, SECTION WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH 4'- 3" DIA. TAPERED POLE, .125 WALL 5 TRANSITION CURB SYN121212HH02, TO BE OWNED BY THE CITY FOR THE THICKNESS, 60fi3-T6 STRUCTURAL GRADE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE ALUMINUM SCALE: NTS OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND POLE WELDED FOR SINGLE UNIT INSTALL (1) 5/8 INCH COPPER GROUND ROD IN CONSTRUCTION HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO 4 POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF BLACK FINISH CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FOS EHOLDER, FERRAZ SHANIMUT FEB -21-21 1P 600V ACCESS DOOR WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FR2 CATALOG NUMBER: FSBi IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5- CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4/BK FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND 1�rIl 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, 1 1 PROVIDE SEPARATE FUSE HOLDERS. SE OF FEB -AA 'CROSSWALK TO MEET FOUR ANCHOR BOLTS AND ONE GROUND STUD. FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH DRIVE EDGE AT FLUSH LAMP. RUN #12 THHN COPPER, (RED, N/HITE AND CURB. GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS q" CHAMFER CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN -_ BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED FINISHED GRADE DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 21NCH OD 112 INCH ID AND V8 INCH = ZINC PLATED ANCHOR BOLT THICKNESS, AND LOCK WASHERS. - ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL 4 GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH n SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR 20" CONCRETE CURB PEDESTRIAN CROSSWALK Q DECORATIVE STREET LIGHT 1 SCALE: NTS � SCALE: NTS �/ SCALE: NTS CONCRETE SIDEWALK & APRON TYPE 1 AT CONCRETE APRONS E CONCRETE SPECIFICATIONS NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TURF TI/N 6" CONCRETE APER CURB CURB (AS NECESSARY) NA, I Y6 EXPANSION JOINT(TYP.) FULL DEPTH OF PAVEMENT TRANSITION CURB 5' ENING BOTH SIDES ?�RADIUS Val7-T 1-112" REVEAL L8A/ '4 --STRIET� 5• vU. M/N WARPED PAVEMENT AREA (TYP. BOTH SIDES) 110° s Y NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED DJ THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT h` VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE �1rt SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. DROP CURB AT PARKING GARAGE ENTRANCES 7 ACCESSIBLE PARKING 2 SCALE: NTS I SCALE: NTS The LA GROUP Landscape Architecture &. Engineering P.C. -F& Purpme. Pecs. 40 Long Alley P518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroap.rom Unauthorized alteration or addl-Ionto [his document is a violation of Section ]209 of the New York State Education Law. K1 the LA Croup 2017 Prepared for: Saratoga Springs City Center 522 Broadway Saratoga Springs, NY 12866 Flat Rock Parking Garage Saratoga Springs, NY TURF HEAVY BROOM CONCRETE SIDEWALK 1/4" REVEAL (MAX.) CONCRETE SIDEWALK FINISH DETECTABLE HEAVY BROOM DETECTABLE IW REVEAL (MAX) TEXTURE ww re" " FINISH (TYP.) TEXTURE 6" CURB WARNING Nw WARNING (TYP.) r -T � 6" MIN. " W.r•`k6 TTRANSITION DETAIL A b M/N�. �'SITION CURB '+ F3' TRANSITION CURB CURB °@ @° °@ 0 OO O O O O 3 Project No.: 2018 2; O O O O O O O Design'. CMI PEDESTRIAN CURB RAMP -TYPE 1 PEDESTRIAN CURB RAMP -TYPE 2 0 O O O O O O 10/16" 0 HOLE THROUGH KIT chk'c: AT GRASS STRIP N.T.S. CROSS IVALK N.T.S. EMBEDMENT FLANGES DraV�n. nnCE 0 @ @ @ 4 (2 PER FLANGE) Dare: 7/92019 Scale: N -S B B 0 0 0 0 0 0 0 SECTION A -A R� Desrr,pton Date: NOTE: DOME O O O O O O O DOME 1 FLAN MODIFICATIONS 7/19/2019 MAX SLOPE IN MAIN RAMP MEASURED T---� PERPENDICULAR TO CURB SHALL BE 1:12. 0 0 0 A 3 PEDESTRIAN DROP CURBS PLAN -TILE 10/,6"OHOLE THROUGH EMBINTERNAL EMBEDMENT EDMENT FLANGES (2 SCALE: NTS FLANGE AT 3" CIC PER FLANGE) SECTION B-6 O.awing Ttle PROPOSED PAVING EXISTING PAVING Site Details APPLY TACK COAT NOTES'. ... g KEYED PAVEMENT TO BE FLUSH WITHo 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH TOP COURSE EXISTING PAVEMENT MANUFACTURERS SPECIFICATIONS. BINDER COURSE 2 DO NOT SCALE DRAWINGS. 142" MINIMUM DEEP KEY INTO o0 ........ 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. EXISTING PAVEMENT o 000 0 0 0 00 D. -awing No_ COMPACTED BASE MATERIAL DETAIL 1 COMPACTED SUBGRADE PAVEMENT KEY R TACTILE WARNING STRIP L-0$.1 4 SCALE: NTS �/ SCALE: NTS T.O. cR411 E 330 - DUNKIRK NO 20754 NA (")VICTOR STANLEY, MINI (/)PR7-10 368s37DI & qql III COPYRIGNT 2OR LICT�R)s �Nc. ALL RIGNTS RESEH-D I, ATIUCTIM SERIESKI lI 5. 300 - FP HID, 251-7579 DRAIN S�110 GO "`t�ICTI D E SITE: HITS '; III LEY.UH U ITT F REO. CIVICS 1. 2 01 C4 .1 INDI ED, 26 5 C AITAI OPTIONS: NOTES LOT 2 1 3 HOI SLAI IM7 COATING TREE SHALL BEAR SAME RELATIONSHIP TO FINISH 4DI COLORS, CAI COLORS STAN NO THE HAL WOEI GRADE AS IN THE NURSERY. NEVER CUT A LEADER. S TRIER SHALL BE PLUMB & STRAIGHT. SLAT �` E 14S: PHIL -PINE JAHOBANY AND IP:. IT, - RECYCLES PLASTIC SLATS SEAT COLORS GRAL, 1I CHERRY, AND RAW INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8' CALM. STEEL CABLES @ W HEIGHT FEISHT NOT ALA TABLE 11 E' LEHOTHjtv OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE 111TER1 D AT t ;ENTER AIRECTSCABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ & 3' FI LOTH OPTIONAL ARISES -S j F, GALV. CLAMPS. LENGTHS STANDARD 4' A LENGTH SIT OM GALV. TURNBUCKLE I PER CABLE 1� CL IS' TOULAR KEE tRANCE FOR 112' EDS . It pa 4 3" DEPTH PINE DARK MULCH (OR STONE) PULL MATERIAL H�HOR BOLTS NOTES'. AWAY FROM TRUNK. HE 'THERE 1, COAL IkGSI� CT 10 RALE. DO HOT SOILS HITTING. 2.AL ITED LETA_ CONPONELS ARE STEEL SHI ELNED, PHI FR:HEIED, KID ELECTROSTETICALLY POISON OCAT D LOT —111 11 H— DAR STAKES, 3 PER TREE, DRIVEN IN AT A 25- 72-114' T.G.I.C. JESTER MIDI OF INGS. FRODUFS AE FALI CLENN:D M I m III ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 21 E��El,'�'E _1TE1 END CDATED III LE LOT TO FILL CEMES N) 1 3" HT. PLANTING MIX SAUCER F_ IL� AT 7H. COITED PARTS RE THEN ELI CUP D TO C01713 IT I AMENDED PLANTING MIX, COMPACTED N TH: REST IIID FAN FACTLRF'P SPECIFICATIONS. THE TFICKNESS FINISH AUE : 13 DIG 1200 250 IICRCNSI. CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER 3. - IS ROCT SF�OHNEND D TO LOW WFOR BI BEI BI. IS IN BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE PLC . TF2 M -Y SI 110. HOWOT NOT I RAN ITLY BURLAP. WFI�ED TO TE GRCUND. CONSU-T SIR LOCAL CO):S FOR EGULATIONTS. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% IICH�II,31�_ICT PRCSIDED BY JOTOR STIN-EY, 110. 5. FCR ABUSHE CLAITES FOT DIP AM 112113 BEFORE N UNDISTURBED SUBGRADE 2' PUT IF COATING 3 AAILAI SEE IF TT:N AFECIF ATICIS FOR LID STEEL SPACING DETAILS. 71.1 T CENTER-TOK ME fi. ALL SECTION TONS ARE SLLEF TC SFAKE. CONTACT NATFICHIER FOR DETAILS. 7. THIS IICDJOT IS HIRED NET AT Y ANGERS D. VICTOR STANLEY BENCH SCALE NTS A EVERGREEN TREE SCALE NTS POWDER COATED SLACK STEEL BIKE RACK. MODEL TSBODIBy +1-19-318" OUTDOORS OR " BELSON /A, PROVED EQUAL it EXPANSION JOINT CONCRETE WALK ROD 77 E t; M777771/ 0. 1, 11. FOOTING COMPACTED NOTES: SUBGRADE 1. VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS 0 SPACE SITIR111AIINDICATE1 T ON PLANS ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH C, GRADE ASIT BORE To PREVI OUS EXISTING GRADE 3' [DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL —PLANT SHRUBS IN CONTINUOUS FRED —LTI OF SPECIFIED PLANTING SOIL IS III IIII III IIII Hmi Hmi Hmi IT LT477— — UNDISTURBED SUBGRADE —LLL - 12' MIN. BIKE RACK 5 SHRUB PLANTING SCALE NTS SCALE NTS ANTER THE SARATOGA HIL IRE BOLLARD MAPLE AVE WITH CH IN GATE SYSTEM AND CUR BARRIER *AMI D, DESIGN BY OTHERS _j DECIDUOUS TREE CHANGES TO PARKING LOT SCALE ILLS SCALE NTS La. The LA GROUP Landscape Architecture &. Engineering P.C. —F& P -F",. Pecs. 40 Long Alley PIP 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroap.rom Unauthorized 111111till IlIdd,--thi, document New York St— Ed—t— To- th, LA C111p 2017 Prepared for: Saratoga Springs City Center 522 Broadway Saratoga Springs, NY 12866 Project rit, Flat Rock Parking Garage Saratoga Springs, NY -L- No.: 2018'27 CMI KIT CT McF, D- 7/9/2011 Scale: N -S IRS, D ... ript, D- 1 `LnN MODIFICATIONS 7/19/2019 D _v T'V, Site Details 12" .0" MIN.) PROEPOSTFNDGFINISHEDGRADE I PIPE LENGTH (18' OR XS GROUND LINE INSTALL BEGINNING OF EACH ROLL IN 6"X9" 0THTHREADED TIE RODS TELESCOPIC PATTERN VALVE BOX PER CITY ANCHORTRENCH WASHERS & NUTS A� OF SARATOGA SPRINGS STANDARDS STAPLE, BACKFILL, & SPECIFIED; APPLY (2) COATS OF COMPACT SOIL, TYP. COAL TAR EPDXY PAINT FOLLOWIN 0 A SEMBLY (20 MILS PROPOSED 12".5" TAPPING SLEEVE AS TOP OF SLOPE heli II MI N. OFF TOTAL), TYP. /EXCAVATION BACKFILL I INDICATED ON THE PLANS ell II AND COMPACTION PER I WW MECHANICAL JOINT RETAINER CITY OF SARATOGA 6 STARTING AT TOP IFFIL �IIRIF m -I IN GLAND FOR DIP PIPE, AS REO'D. SPRINGS STANDARDS z EXISTING 1 2 DUCTILE IRON PIPE WATER MAIN D OF SLOPE, INSTALL P E AS E � I BLANKET N SAME DIRECTION OF 6"0 DIP CIF 52 WATER MAIN WAT PER CITY OF SARATOGA ER FLOW, TYP. 2- SPRING TANDARDS. AS S 0 T PL I I O)l III MIN INDICATED NTHEIPLANS. IIIkAST-IN-PLA,E BOTTOM OF SLOPEFj� CONCRETE THRUST EROSION CONTROL MATTING SHALL BE '"XCAVATEDi MANUFACTURER'S INSTALLATION NOTES: NYSDOT APPROVED FOR TYPE B CLASS 11 I PREPARE SOIL BEFORE INSTALLING MATTING INCLUDING APPLICATION OF SEED. APPLICATIONS. II UNDISTURBED BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9' DEEP BY 6" WIDE TRENCH. ANCHOR THE MATTING WITH A DOW OF EARTH STAPLESISTAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12" PORTION OF MATTING BACK OVER THE SEED AND COMPACTED SOIL. SECURE ROW MATTING OVER THE COMPACTED SOIL VVITH A ROOF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE CRUSHED STONE PIPE BEDDING, AS 12" X 12" SOLID PRECAST MECHANICAL JOINT TAPPING VALVE & N.J. MATTING. SPECIFIED CONCRETE BLOCKS (S" MIN. THICK) RETAINER GLANDS PER CITY OF SARATOGA 3. ROLL THE MATTING DOWN THE SLOPE, THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL MATTING SRPINGS STANDARDS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURERS STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPILEDWITH APPROXIMATELY 3"-4" OVERLAP DEPENDING ON THE MATTING TYPE. 5. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE)WITH AN APPROXIMATE 2"-Y OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE MATTING WIDTH. EROSION CONTROL MATTING SCALE NTS CONNECTION TO EXISTING WATER MAIN SCALE: NTS FINISHED GRAD�� A F�- FRAME AND GRATE CEMENT MORTAR ALL AROUND FRAME F.D. PAVEMENT FULL LENGTH OF PIPE PITCH PITCH CENTERED ON SEWER LINE PRECAST CONCRETE GRADE AS REQUIRED; 7-77 CEMENT RINGS, MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR. �—WATER LINE 30' REINFORCED PRECAST CONCRETE BARRELSANITARY SEWER I ECTIONS AS REQUIRED, MANUFACTURED IN (GRAVITY OR FORCEMAIN) 4'-10" DIAN. 8' ACCORDANCE WITH ASTM C478 -85a. ORSTORM SEWER SEE NOTE SEE NOTE SHIPLAP JOINT MADE WATERTIGHT WITH III BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOIN PIPE S17E & COMPOUND ALL AROUND AFTER ASSEMBLY. NOTES: INVERTS AS (REFERENCE -RECOMMENDED STANDARDS FOR WATER VIORKS, 2012 EDITION "TEN STATE STANDARDS INDICATED SELECT GRANULAR BACKFILL.1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT ON PLANS. BE MAIN. TAI IN ED WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM IFI W PIPE & SLOPE OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL AS PER PLAN (TYP) SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE VIATER MAIN IS UNDERNEATH SEVVER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FO R THE SEN/ER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS. THE SEWER 16u,mp SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO SBOOT TYPE FLEXIBLE MEMBRANE SLEEVE. BACKFILLING. 2. PARALLEL INSTALLATION REINFORCED PRECAST CONCRETE INTEGRAL 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER I( b WALL AND BASE SECTION. SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A 12" CRUSHED STONE BASE. CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3. CROSSINGS COMPACTED SUBGRADE 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE VIATER MAIN IS EITHER ABOVE OR BELOW THE CATCH BASIN STEPS IN ALL DRAINAGE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. STRUCTURES DEEPER THAN 4' STEPS TO BE 3.2. AT CROSSINGS ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. COPOLYMER POLYPROPYLENE PLASTIC SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. ENCAPSULATED 44 ASTM A615 GRADE 60 STEEL CATCH BASIN SCALE: NTS UTILITY CROSSING DETAIL SCALE: NTS 1. MIN RE SAW -CUT EXIST. PVMT. IN TRUE LINE, KEY PVMT AS J EXIST, PVMT, SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEV. PVMT. ITEM DEPTH MATERIAL METHOD OF PLACEMENT NEW PVMT., SEE DETAIL PIPE ZONE BEDDING NO. I & 2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" IN' NO. I & 2 MECHANICAL COVER COMPACTION TRENCHBACKFILL VARIES SEE NOTE MECHANICAL SUBBASE NAT'L.; COMPACTION 111111 III�� w` SII REFER TO NEW PVMT. DETAIL NOTES a —71 1, =1�1. FINAL TRENCH BACKFILL BURIED METALLIC 1,. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE ou 0. ff IDENTIFICATION EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE WARNING TAPE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FINAL TRENCH BACKFILL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN So (SEE NOTE) PAVED AREAS FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. PIPE ZONE BACKFILL 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL s, V I C I BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY PIPE ZONE BEDDING MATT 00 EI L COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEVIATERED AT ALL TIMES. PIPE 0 D. 24" MIN. 3 PIPE TRENCH SCALE: NTS 10" LEITERING 0 COVER SAN. SEWER THREADED CLEANOUT PLUG FINISHED GRADE FOR PAVED AREAS INITH FINISHED GRADE FOR U PAVED AREAS FRAME & COVER WITHOUT FRAME & COVER SANITARY SEWER CLEANOUT SCALE: NTS GRADE 430 ROOFING FELT THRUST BLOCK NATER MAIN (OR SEVIER "TFORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE m/ la A 4,000 P.S.1 14� SECTION A -A PLAN (TYP.) UNDISTURBED SOIL ja\\ NOTE RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY NOTES ENGINEER. 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND Q 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V- = LD I.D.) I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V = VOLUME IN CUBIC YARDS 2. CONCRETE NOT TO OVERLAP ANY JOINT. L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W = WIDTH OF BLOCK IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. I.E. = INSIDE DIAMETER OF PIPE IN FEET 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. CAPACITY OF 2000 p.,i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOINIS BASED ON A300'HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENTWITH BALLAST OF R SUECI ENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1 A) BEND 45- (118) BEND ?2-1/2' (1/16) BEND 11-1/4'(1132) BEND PIPE SIZE AREA DIMENSIONS AREA I DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA I DIMENSIONS INCHES SQ. FT. DxL SQ. FT. DxL SQ. FT. DxL SQ. FT. DxL SQ. FT. DxL 6 3.2 1.5x2.5 4.5 2.0x2.5 2.4 1.512.0 1.2 1.0 x 1.5 0.6 1 7 SCALE: NTS CAST IRON MANHOLEIR N E AND COVER � SOLID COVER LABELED "STORM" CONTRACTOR TO GROUT TO FINISHED GRADE CONTRACTORTOPROVIDE GRADE RINGS/RISERS La. The LA GROUP Landscape Architecture & IO,roleumg I.C. —Ff- P -F,-. P(-- 40 Long Alley r. 518-587-8100 Saratoga Springs f. 518-587-0180 Saratoga Springs City Center 522 Broadway Saratoga Springs, NY 12866 )YNAMIC SEPARATOR, CDS-6-C TECH OR APPROVED EQUAL PIPE SIZE r, jeer rit/, 'ATED Flat Rock Parking Garage Saratoga Springs, NY GRANULAR I MIN, CRUSHED STONE =111= =111=III=1il1=II1=111= III =1111 l`i6 COMPACTED SUBGRADE HYDRODYNAMIC SEPARATOR SCALE: NTS INSIDE FACE OF MANHOLE FLEXIBLE NEOPRENE BOOT SEAL MORTAR AFTER INSTALLATION ASSEMBLY IN CORED HOLE HOLDING BOOT STAINLESS STEEL ALUMINUM ALLOY KORBAND BAND CLAMP 2" PROJECTION INTON.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERTFROM NEW PIPE TO EXISTING N.H. INVERT. INVERT TOP OF BASE SLAB PRECAST CONCRETE S-O'MAX. BASE SECTION LL CONNECTION TO EXISTING MANHOLE DETAIL SCALE: NTS Desig T, C.1 PIT Ch DRH D— 7/9/2019 Scale: N -S Rev Desai pt— Date: 1 PLAN MODIFICATIONS 17/19/2019 Stormwater & Utility Details L-09 Z'PIPE PROJECTION INTO MH (TYR) 13 PIPE SLOPE TOP OF BENCHINALL 2' PER FT. CHANNEL DEPTH 0.8 PIPE DIA. INVERT SOLID CAST -IN-PLACE CONCRETE 4B FORM CURVE AIR -ENTRAINED 3000 F.B.I. MIN. (TVP.) B SECTION B -B ONE-WAY INVERT MULTIPLE INVERT PLAN FORM SMOOTH 114" PER FT. MIN. CU � "TO, INVERTIN ACROSS '1H LESS THAN 2' INVERT OUT STANDARD INVERT SMOOTH DROP INVERT FILLET SECTION A -A SANITARY BENCH AND CHANNEL SCALENTS "QF • PRECAST CONCRETE MANHOLE SECTIONS AS MANUFACTURED BY FORT MILLER, OR APPROVED EQUAL • CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW 30" I.D. MANHOLE COVER TYPICAL UNLESS 0 ERWSE APPROVED BY MUNICIPALITY. HEAVY CAST IRON, NON -ROCKING FRAME & COVER 8" 30" DIA B" SUCH AS SYRACUSE #101213 OR NEENAH #RR�558. "CITY OF SARATOGA SPRINGS SANITARY SEWER". ALL COVERS TO BE AASHTO HS20_ 44 LOADING RATED. TYPICAL FORT ioCORE EXTENSION 4" HIGH MINIMUM 10" MILLER BOOT MAXIMUM SPACER OF PRE -CAST GRADE RINGS OR APPROVE OR APPROVED EQUAL AND NON -SHRINK GROUT EQUAL 2' TO 10" (7000 PSI) TO SUIT GRADE (BRICK SHALL NOT OR BE USED) 3'-6" FOR 24" CS ECCENTRIC CONE SECTION H-20 LOAD RATING OPENINGS PLASTIC STEPS AS MANUFACTURED BY M.A. INDUSTRIES FIR ADE SMOOTH CHANNELS IN CONCRETE RISER SECTION. AVAILABLE IN V-0-, 2'-0-, BASE NTH GRADUAL SIRE TRANSITIONS- 3 -0" AND 4'- HEIGHTS • NOT APPLICABLE FOR TERMINAL MANHOLES • SEE INVERT, CHANNEL AND BENCH WALL 5'-0" DETAILS FOR FURTHER INSTRUCTION MAXIMUM 'q 12" SEE MANHOLE SECTION BUTYL DETAIL ON THIS SHEET 12" '4'-0" DIA. MIN. APPROVED GRANULAR BACKFILL 5.0' I.D.5" CONCRETE & REINFORCEMENT AS PER COMPACTED IN 8" LIFTS TO MIN. WHEN 15, ASTM C478 -85A 95% MODIFIED PROCTOR DEPTH ,4PIPE HOLES AS REQUIRED FLEXIBLE CONNECTOR TYP.. BY LOCKJOINT, KOR-N-SEAL OR EQUAL WITH A -T STAINLESS STEEL BAND CLAMP. THEN FILL VOID WITH 3000 PSI AIR ENTRAINED CONCRETE. I' FT BUTYL JB' I.D. - - - - 1 MINIMUM DROP BETWEEN INLET AND OUTLET PIPING BUTYL WRAP 5" FORIRE SLOPES OVER 2.0% UP TO 6.0% • EXTERIOR OF� 8 -MIN 00 EXTEND STONE SUBBASE TO SPIRINGLINE OF MANHOLE •10"MI 0 PIPES NIMUM 19,249 REINFORCED CONCRETE BASE 0,900 PLACE NON -WOVEN GEO-TEXTILE FABRIC (EQUIVALENT TO PROPER GECT EXT 451)O N TOP MANHOLE ait MIN"UNDISTURBED OF CRUSHED STONE SUBBASE. BUTYL DETAIL SUBGRADE 12' MIN. #2 CRUSHED STONE SUBBASE ON UNDISTURBED R COMPACTED SUBGRADE TO SPRING -LINE OF PIPE (OR AS PER SPECIFICATIONS) 4000# AIR ENTRAINED CONCRETE BENCHWAI-I MANHOLE SCALE: NTS SADDLE WITH STAINLESSSTEELSTRAPPER , .... L Eq (EBUILDING RECOMMENDATION, ROMAC #VbkTSYE§END AS REO'D 45'OR60",VYE SEWER MAIN 11 BUILDING SEINER LATERAL SEWER SERVICE CONNECTION - PLAN FINISHED GRADE 45'OR30'BEND SLOPE: 2D, MIN AS REUD -- - - - - - - - - PIPE BEDDING AS RED x 5' 'T X >>/ TF, F\,>/ UNDISTURBED SUB -GRADE 3 CONNECTION TO EXISTING SEWER MAIN SCALE: NTS 3'-6' MIN. * 21-61, MIN. PREFERRED NOTES. La. PREFERRED AS FAR AS POSSIBLE AS CLOSE AS MAINS SHALL BE VALVED TO INSURE POSSIBLE THAT WATER FLOW IS NOT INTERRUPTED The LA GROUP PREFERRED TO MORE THAN TWO HYDRANTS AT ANY GIVEN LIVE P Land ... , Architect ... &EngineeringFg P.C. V-6, MIN. SARATOGA 'TD 5'-0" MAX. FLUSH WITH ALL HYDRANTS AND VALVES SHALL P_F& P -F,-. P(-- CENTURION A-423 1" REVEAL IN OPEN RIGHT. PAVEMENT OR WA" STOR7 CONNECTION __R40 Long Alley r 5858 -8100 TURF AREAS 1 Ser oga Springsf.518-587-0180 1 BREAK FLANGE FINISHED GRAD PAINT SCHEDULE: NY'12866 -ttel,g ... p. LOWEST PART OF -`1 1 -1 BOLTS TO BE COLOR OF ............. ............. ............. ............. ............. ............. jth,,i,,d,It ... ti- -,16-1- tocols 0 V�. d AMIN. 1 '0� SIZE OF BONNETAND COLOROF 12" MAIN CONNECTOR COVERS BARREL ABOVE E.G. AND A MAX. Newyork State Ed -ti- IT, - 8 "ABOVE 61 BLUE YELLOW AS VE E.G. 0,6, 1 .1 - " 81, GREEN,FOREST YELLOW o_ Z, the LA Group 2017 BROWN YELLOW VALVE 50 GRAY, BATTLESHIP o YELLOW O(LDLESCOPIC GATE VALVE PATTERN) (SARATOGA 14" GREEN, LIGHT YELLOW W P LYETHELENEO STD.- 16" ORANGE YELLOW BUILDING PAPER 14"TIE-ROD FOR MUELLER 0 20 BLACK YELLOW Saratoga Springs THRUST RESTRAINT A-2360) v 24" YELLOW YELLOW CRUSHED STON (ONE EACH SIDE) RETAINER GLAND SIZE 1 AND 1A OR RE TIE ROD MAIN City Center A.G. B E. DRAI 522 Broadway CONCRETE L I IINU Saratoga Springs, NY 12866 BLOCK. 3,000 LN (NOT REQ'D IF R.G. F BEDDING, PIPE DON M.J. CONCRETE THRU OR TIE RODS ARE BACKFILL TYPICAL TO ANCHORIN BLOCK. 3,000 p.s.i. USED) TRENCH DETAIL REQ'D. TEE (TYP.) 1. HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 2. INHERE HYDRANT DRAINS ARE NOT PLUGGED A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR STORM DRAINS. 4. HYDRANT DRAINS, WHERE ALLOWED MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. AFIRE HYDRANT DETAIL IFF SCALE: NTS NOTE LOCATE CURB BOXES IN ACCORDANCE TO THE PLANS. -CURB BOX, MUELLER 5-13", MODEL H-10314 (SIZE AS REQUIRED FOR 2" SERVICE) CURB STOP MUELLER ORISFAL MODEL 2" COPPER TUBING H-15209 COMPRESSION, MODEL H-15219 2" C' (TYPE K) (SIZE AS (WIDRAIN) (SIRE AS REQUIRED FOR 2" REQUIRED) SERVICE) CORPORATION STOP WITH SEE DETAIL FOR SPLICE COMPRESSION FITTING TEMPORARY CAP OR PLUG AS NECESSARY P"j" rit/' MUELLER H-15008 2" [L2" MKSIZI TYPE K Flat Rock 2"M IN, ER P SIZE AS REQUIRED Parking Garage COPPER PIPE OR Saratoga Springs, NY -WATER MAIN SOLID GONG. BEARING BLOCK OR C. 1. FOOT 177 WATER SERVICE SCALE: NTS "sign'. 1 Drawn: KIT Ch DRH D- 7/9/20119 S-1, N -S R- Description: Date: F7 1 PLAN MODIFICATIONS /19/2019 Utility Details L-09.1