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HomeMy WebLinkAbout20171240 Henry St Condos Revised Plans Henry Street Condominiums Site Plan Application 120 Henry St.,City of Saratoga Springs,Saratoga County, New York December 11,2017 Revised:August 16,2019 City of Saratoga Springs Standard Notes: IF 4--:, t- ' 1.171,--- '-- _____,- - , ALL WORK MUST CONFORM TO ALL FEDERAL,STATE AND CITY CODES,SPECIFICA,ONS,ORDINANCES, RULES AND REGULATIONS 7, /,,, P.1R,O,I1l,lEtiCTLO'CerAT.10.1v4.:'•ii, ,( — +-_,--,.--,-------------', --,,- 1_----'-,-,--------,-.---1- ,4' _.:L,-,---„,- •-:,,_,_ 34 Oii2TtFTIFEirJE-irigRaB'R,i,,Nl,lPRI,FP,l2'iEDTHEIBENBT°T,E/1OFDE(ugiE`Ez'siACiITisEOHCRR:EED"LTILAZCfvi‘NnPEP-R6JELUFOii-7S,CFA11-1o,Es0'6,F,M,TTNYcSRyTcA,9,TFA2cRl,tToRNENVTPmiE'OITTuBT7NF71°0PHC6\NFEgSHCNII\'sT4°1pF1O-NHEA,EPL:rTI-G1E0°NNTFsAEETiRsHN-iLEY sNHP'DEFRI°SRAP"E"TPESEEDDN Rs°iBlF' iLiTAy- ',',', LI I DI g '-r I-,.-i ;:ill'1,1„1,,,i,n,lPflit-',, ''''' 5 zisuziDTRFAocozEmgT022TAIN A BLASTIN"ERMIT FR'THE BUILDING N"ECT°R IF ANY BLASTING' -'"------- 1,- ''-- -1 .' ----,T-----'9i ,".:.r '',,,\'=- - ''-''-------:-.-7.-----:-'----7:-. Mil I I FT- t- 6 ZE,Kcs'F'ToRRAcATN°yR.V<Tie,T-,74,2TE7ESTR Zt,7_%FP_E,Z,ITFs'A'NEDy nyThsET,DEEEPTA,RZAEDNVALTEByuc .,i. 0-"Fle'n-rry'tSi—- '\'1_1'. — 7--------),'..:"4,A4-,•.,,,-,777, 111 it r III tri-ii-,-.,:._ 7 ii1:1,,,,g1r-oSF 0,FEDUargirENBRI,NsgorTS0 OARpEuGBR2SRaiLL BE MAINTAINED TO PREVENT TRACKING OR -''--TJI- ':'. ,-— 1_ • - . ! ,. - 8 ri:EE TE TIfE/V I T,IT TT liC LE REE:E NLPI-11--SIEOSIF 7FF/C'l TNYN TELSNZIE E7R1L"IRNKG NH”TEEENN"""TEE 1'NY _.-41 : ,- ,,z'•tret- . 0 -,_, ,,--.. ' --,--- 1., ........ -. - , •r-,:,.',:1..-._-::-''671.7f- • ,/_,-,-,-1,71-,---::i771-,--_-7±,:,p,•--_-_,,,-.,.. __--........ ____,.......---- -......--- , ' - -—j'---- Project Vicinity Vicinity Map: ki Perspective of Building Architecture Sheet Index: te ''"--:1-I----"- ..,„,..,.,,.,„,...., •-,--.I.----,..,,,, .,,,, ,.. ,,..3 •., , - .,... r----, 'I,,.___,__ .-' Cover Sheet .'- :-,r:'',;;,: .,,,,'.' 41k....40/' -, .':,,,,,,,' •4P ', :- Survey Map 7,i, ,. -..‘, „:77,iirkt ,., . :. ' ' *'Z - 4filiki, .is. '1 L-1 Site Demolition and Preparation Plan L-2 Site Layout and Materials Plan i. '. 4:174,4.474iti' -1, 4'' ' -; '`' L-3 Site Grading Plan iF,:rE,',,,,E',:;:in:',:‘,.;?.:,,',:::E.,.:;•:=,,,,m‘,:','',= ----P,- '... :' 0Jmt,PiaCAll 's' - -* ------- L-4 Site Utility Plan -'' " f t-5,* '-3 -i. Atvt.,,i-,-,-cto .-r-r1.-- - .!,% L-5 Deta e SitilsSite Details ,-,.- is,,,„, , . .4- ,t-,.,. 1 ',- ...ik L-7 Storm Details&Utility Profiles ,g.,,-,Niii,ki : ..i,-..,,,..,.°):"±-,. L-8 Utility Details ‘., i----,' z- rtli --- A14.A Green Roof Planting Plan ''1,.., ..' ,.:,- 20%enry-N„,, _ '&---71 0,-$ ,. \ ,-/-1 4 - ' • --4., , a -,14, Site Statistics: Prepared By: Applicant: — ite, ...,,,/ ,...... , -siv-.. ,r,,,,i. , :--.' . „,, , t_ Lili ,Itiiir_ -. ,,, i, „----___ .....,., _. ,, .-4 LA MPZEILLPE: MU,FAMILY RESIDENTIAL (16758523-31 The LA GROUPIQ 1,88/t58877--e°12 Robert Bucher 18 Computer Drive E,Ste 103 Albany,NY 12205 , , , .... ',411k''' it;.7,'111 '.— , J.-01. „tit, .. i ZONING 518.426.8880 --:.i: A, T7.-ny.ARkt,A, 1; REQUIRED PFROVIDED LancapeArdschitecture&Engineering P C 40 Long 411e, P.7 P.7”.P.. Owner: Project Location Map: M',,,°;,-<W131211TOHC:K PERIMETER ;8,,g P 1"FT 137 FT ttas'D Frank Parillo MINIMUM BUILD-OUT ALONG FRONTAGE 70% 93% 215 Ballard Rd SCALE:N.T.S. Gansevoort,NY 12831 MINIMUM YARD SETBACKS 518.587.9998 ItILEI ILD iFTDFc<KT A N c E FR'FR'NT L°T UNE FIT T°12 FT FFFTTT Planning Board 6 17.080 APPI,Val RESIDENTIAL 1 5 PER UNIT(24 UNITS X 1 5=36) 36 SPACES 45 SPACES by the Planning Board of the City of Saratoga Springs. 1 i LOT WIDTH:18'TO 144' - '''''ADTGNurNDRA L. ,/,'" /z/ev-/ -',/ //// //4,.., \ , .113 71.1,1221,1,21prSI,E/7FFRP / MAX.BLDG HEIGHT:50'(2 STORY MINIMUM) MINIMUM BUILD OUT ALONG FRONTAGE:70% BUILD-TO DISTANCE FROM FRONT LOT LINE:0.TO 12' SIDE SETBACK:0' REAR SETBACK:0. 1,„ ' e / , ,,, ADJOINING OWNER DATA '.27.,,,,,,,,.' , NOT TO SCALE \\Tc /,..!..7.0,,,...// . '..41/Q tBEIST '-' •N \ \ / 165.52-2-9 \ \ \ \\\ :-1—/'''` \ \ \ ' '.' * -----' \ , .32,..„ rl-CFAI,n1REKAD OF ::.., //- A.7r AREA.',/,› IlisItNTRIAAiDiENJFIZR GERIW1=:115HJT. , is./s 5.52-3-3 7/ / / 165.52-3-4 , HI'RIMn",<RLIEgr9M8'LI' ' ' > / / ' ////'//,(I( 1'6E,Iii:/i0Li' 1..& ift* 176.5.77 16 W 552 3 g 165.62-4-46.1 41111*s 165.52_3_ .c,./',..../ . ,' '/' i' tIi*"— /y Y1s/ gill'a ' // 7/ / 165.52-3-26 1651.6525.-53126--523.55- 22-43 -23 1I ',.'' / 7 / / ,/ / 1 T4111lPi--#7:?,F 8°°K 134ED PAGE 7LELRPAECANEll'I.ELERPTPE C°RP. 4. / - IkEi2=8:12 211`,' gr `="f,',::::,.°1'121TD:EiTiNE ilTi_22% . \N, '"KtEl:;,/i‘F.iir 122:Eili? ?I '22 T,',-1,AAT:s,t`DERA°'2EcryGuE iii ---__ 7---.,_ / en,, --,_ -'---, / lE E'1 1 li4i 7/556 illOGEIHEITL'I:LIJRF'LZADINICM LIPP A' / ‘ '... „,/ 739 NICHOLAS D.PAVOLDI THE CITY OLFANSDARANTOFGA SP..-'-' 111111_.1]i 1?2'87' ''.3449° V-TI,Ckil'EN OF ITENMnORLKGALARNEAU INSTRmgM1- " / S // NDF NDF STATE OF NEW YORK ARMORY '''-,, 11221ig E g7, 1:1A-THINNIEsATL,T,Y_ZRP°F SARAMGA NOTES: liEN11?729 ii gF,1,1KGFYRVLIY1' 1112121.11342 112F12 34 IsigNRAG.kNIIZOODTIZALglAlIELS,NZEAMANT 2. IT3HEIEN:ANT2.07r13NAGSSEIONThlE3ENETRITRITIVrARNOUNITAMR;NLIETNHTEEDSUARSVES1-13DWN7ARCEL i7E Ti119,0pFEjADGEReAZITHE'SARASTAORGAArtAUNRTF=ESL ORFFIIECNET'0 INN AP g L'ir 1"4:77,1 31. 12:Eili5 2"T T" E''Ai.alh'pEAGTgRL4siNsgii',,s-roFFRERs. 111ME'LE!gi11112t1110 13:01 9,TiliFiKtil2DYMILNIL7MNS,GHL7T'PERSGN 4. ELYTYTPIROYIEMR/gORTSITESOIAFSiN'cirTIA?ikNE#ITtAiAtirrT:DiE 1. "H"LIRNYI1I"7""NjA"VE2Y°:"".9 PNR"A"NKB Y'A"RIE".NIEE 1:'''-';'."1.1' 2. ",'UA:208,1-Tp2g1UOR.VALI,FARTI3 FgHTI-FI'CaSE1?1,7171ZIGMI!;,'NgASIMVIEll'O'R.Pr/PRPTDEDBYTPIE ' Vet%BLOINAPAORIVEITPEPIZ/R<III,C.ITAETE.F"INF"NATI"aNLY.r"EY WERE N''UR"' 6. f°;,'El'iN‘..A1 FYI!''_::TiNG.11:UFF,AERCTII,E,GU rii!rt.NYIF°°0;i'EE:B\E;$1tAN3LTL'1141:1;01;Ni NTAtNNEYA3AlEclArEqEtAiNT''''FD4IA'l G GY':NIT GC,H T 7. Z9j,MIMIVE2ROTP1HE'NEAArgX ATTEDTCRATEljNNI'ARW.IS A M'Ari""SE"" S•A i:,..car,,,,.....M., SUBDIVISION PLAT 4, rivin:CESF:F.F.S.1%, a EiNZiFilal'ELirElELF2iF;E:7EvEsasAro- - Em+FEEF,,,,,,-p... 120 HENRY STREET rii,IFRi,'Eliii:LIPESIEEAe:NluallE/AciecirsimiricoSFuniro4EFOISPEIDall.A'N'BE)YuETEE1211 OWNER: TM#165.52-3-31 9. ANY ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 FROM MAP REFERENCE 2. FRANK J.PARILLO GRAPHIC SCALE 120 HENRY STREET STATE OF NEW YORK 10.CORNER MARKERS HAVE NOT BEEN SET UNLESS OTHERNNSE INDICATED HEREON. SARATOGA SPRINGS,NY 12866 ,'i 11"64Til'Eni!teti-LP 11 'RPOITXNBIJCHER JR. 5 i i',,::::EZ)„. 1:_acA'Nmyir:uNTR 1D2Tg EAST'STE 1" ,1T,1,!' DI 51'377,-,?,3,,I,S.a.2e:e1CO:::-(137' LEGEND ———— PROPERTY LINE The LA GROUP \ t t _ _ \ DH EXISTING OVERHEAD UTILITY Landscape Architecture dA Engineering P.C\ — — \ . \ s EXISTING SANITARY LINE 1,4 P.,..Plus. 40 Lang Alley 1:f. 518-587-8100 ST EXISTING STORM LINE ZL:ga Springs f sl8-s87-oleo \ NY 12866 wwwthelegraw corn W EXISTING UNDERGROUND WATER 3 _ � _ _ p Ovr ddG Zl -ANI a xXXXXX. REMOVE ITEM auNnewmaaonsarn ennomn he / =fl'ZZ-UI/ / / XSrlriV NNVG /N.`p z-- .„� REMOVE ASPHALT PAVEMENT cc the LAGnot PZOn I I\"e /://--/ _———"9- / - SF SILT FENCE v.Goa.�+ror %•� Robert Bucher // // / / .8ZJ.-S� — M,.ZO.Z,,,S —— :n /_/ / /_/�/___C; — — —— —278— Z INLET PROTECTION p / 18 Com uter Drive East r 0 ,.._:„±----- -1 '/ / ,,,,1".,,/v/ /// 7//i / �.———— 7I/ \ 4�, ''''47:,, �2 Albany,Nv 12zo5 1 —— °” — / .. gQs I '°b SITE PREPARATION NOTES: obi//,-, /7 — / / N ro \ \ / n Z'OZ l I///Zg0 / / / // V: n :p / 1.PRIORTO CONSTRUCTION,CONTRACTORSHALLARRANGPRE-CONSTRUCTION MEETING4VITH OWNERIOWNER'S / / / \/ / \ / N N ,, / / "-i— I REPRESENTATIVE TOREVIE'NALLAPPLIGABLE=-,GONOITIONS,THECONSTRUGTIONPLAN.:Ir NERAL // —7," / / / // / / / / \ / /" ^ / 00fr r I CONSTRUCTION SCHEDULE. �PAVEMENTTG BE 2.THE CONTR:\CTOR'S ATTENTION IS DIRECTED TO THE GENERALSURVEV NOTES.UTILITY NOTES AND UTILITY LOC:\TING / / / / / S SERV CE REQUIREM riNKRZ SHALL CO DMCE UNTIL UNDERGROUKOSATITIEG WITHIN 1[IFE HAVE BEEN \ ''0 \ /// / / \ \ // df6 REMOVEDTYP. r IOENnHED AND LocnrED. /' /� �')/O�/ / / \ \ /\ / / I� � T \,,,. PROJECT PLAYS,NOTES AND DETAILS. / �V P // // \ / / // / / // LAWN TO BE REMOVED,TYP. D,r� n 6/�'I/ //// / / r,,,,,..1,,, %.;:',,,:',.% ��b OJ�� 0, 4.THEGENERALCGNTRACTORSHALLCOORDINATEALL ADJUSTMENTORABMDONMENTOF UTIIJTIES WITH THE ,--- \ /�q> O'��7 Z �d � / RESPECTIVE UTILITY COMPANY AND PAV ALL ASSOCIATED COSTS. J2OJ!7" / / / / // / / / / / / /\ I—I �c0� �P�m o / 1�Y1' PROTECTION NOTES: �/ \ \ / / / / \ / I 1 Q t�2S J I 1.CONTRACTOR IS RESPONSIBLE FOR ANV DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DU E TO THEIR CONTRACT / "'/ / / / Ia-\i\ \ 01 6�','5'9 '� oPERATIonls. _ / G-;pp / I V,�S I I I 2 CONTRACTOR SHALL PROTECT AND SUSTNNIN NORM1I4L SERVICE ALL EXISTING UTILITIES,BTRUCTURES.EQUIPMENT. / /n,`b"//7 \ \ / �/` /CONCR TE WASHOUT �L''''''''''1, -y'�.� I `L Z 0di J ROADWAYS AND DRNE"vnvs. LJ "� / / / / / II1/ S /Z�7� 1 3.CONTRACTOR SHALLMNI\TAN NECESSARYTRAFFCCONTROL DEV CEGDRUMS,ELINEATORS.GGNS,=ENGES,AND 11 / /o / / STORMLINEITOBEREM VED \ / IIVM'1gor 1iiJ 27 \ _ _'� �'. � "® "° a.rREESHRUBANDVEGETATIONREMovALSHALLINcwoErHEHUINc,cuTTlNc,cRueBlNcouTOFENnRERoor / / Jv'N SYSTEM AND SATISFACTORY OFFSITE DISPOSAL OF ALL TREES,SHRUBS STUMPS,VEGETATIVE AND EXrRANEQUS i • . \ • 'T' -- - - Nor p i' �L., ft''-ii " Y v y -- -� ',T�"'�y c"r,y _y y.1i1j'' y BUIBLDIINGS OR OT E+:,Gi ESH OHBEi'4,1AL OPERATIONS.FELL TREES IN SUCH A NAV AS TO NOT D MAGEN',E:aNT r p !m J �0. 3 -d0 5.CONTRACTOR SiALLSTRIP AND STOCKPILE Ek15TING TOPSOIL TC FULL DEPTH WITHIN LIMITOF GRADING BEFORE ',,1 i • i :,, a /2' d6 �. O COMMENCINGEXCAVATIONAND GP.F,LAE,PERATINS.rso°,i LSHtirr DEREMOVED=ROMTHESITEUNLE55 APPROXIMATE LOCATION OF � ■ SBtl„8 �C\^'� C S S � S S S O S t\� 9-9 S APPROVED BY THE OY'JNER'S REPRESENTATNE. Proroect Tile: EXISTING WATER LINE ':,d,_ �it ST -A INLET PROTECTION,TYP. \ y SgrJ p s Henry Street SAWCUTPAVEMENTTYP. 'ddG zls �W Pi1 1S 1s is 1s is is is 9 g 1s EROSION AND Condominiums PAVEMENT TO BE REMOVED FOR UTILITY WORK • 2''''''' 8'o9Z=nNl•=ars ddc�51 \ Co n d o m l n l u m s "07 a31tl SEDIMENT CONTROL NOTES q 1 - � V y �o INLET PROTECTION,TYP.® i,s�'z � 2�t Zi yy 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE':NITHTHE STORM\�/ATER POLLUTION PREVENTION PLAN(S::VPPP), - e� aND GENERAL coNSTRucNCN SEQUENCING PLAN.PRIOR ro coNSTRucNON,THE coNTRacTOR SHatL RE\nENI rHE 128 Henry Street CUT STORMLINE,CAP END 272 -` J PROJECTS'NPPPFORSPETEE REQUIREM1IENTSREGAEIR NG EROSION ANDSEDIn1ENTCONTRTO ANDSTORM'NATER OPIPF,MUD ABANDONED -� MANAGEMENT.ACOPVOF THE54L'PPP M1IUSTBEMAInTAINED ON THE PROJEC-SITE IN AN ACCE5516LELOCATION AT ALL Saratoga Springs,NY 12866 INVERT AT MANHOLE '6401:::::, p0 TINES DURmccon'srrzuc-ION. O'S.��� 2.PRIOR TO ANV SITE'NORK,ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FORONSTRUCTION,REPAIR AND 6 CJ(S MAINTCNANCC Or ANVCROSION AND SCDIMCNT CONTROL OR STORM4VATCR DCVICCS MUST SIGNICCRTIFY THC SN/PPP REMOVE AND RESET SIGN$, m .m �Q\L AND IDENTIFY A'TRANED CONTRACTOR'. CONTRACTOR TO COORDINATE WITH a—271- ‘2;,4:1%.7,')! S-y CITYDPW FORNEW LOCATION. I 6 Y'6�Q��t`1 v.PRIOR T03EGIVNING EARTHWORK ACTM-Y,THE CONTRACTOR SHALL SUBMITA MOBILIZATION PLAN SHONIING �y V'J PROPOSED STOCKPILE AND STAGING AF.EAS,HAULIACCESS ROADS,FIELD OFFICES AND EQUIPMENT STORAGE AREAS, J�(�� / AND ASCHEDULE DETAILING THE STAGING OF CONBTRUCTION TO THE QUALIFIED INSPECTOR ISWPPP INSPECTOR)AND OWNER'S REPRESENTATNE FOR APPROVAL. O SITE DEMOLITION AND PREPARATION PLAN 4.ANY DEVIATIONS FROM DR CONSTRUCTION CONFLICTS 4:ITH THE PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED TD 1 THEOWNER'SRE F ENTATINE.IFTHEC-",STORPROPOSESAREVISEDSTAGING SEQUENCINGANDIOR sc.1"-26' MOBILIZATION PLAN,A M1IODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. 5.rocR2NGES TOTHESWPPPPROPOSEDBvim ECON-MTN°.RMUSTBEAPPROVEDBVTHE QUALIFIE]INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLEMENTATION. 36 MIN.,2"HARDWOOD FENCE POSTS, s.sog ERasIDN ANo SEDIMENT an'rlxeL PRacTICEs oN THIS PLAN SHALL DE con'sTRucrEo anlD MAINT:vNED IN DRIVEN MIN.16 INTO GROUND ACCORDANCE LVITH'THE FI EY'C STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL',MOST RECENT VERSION,AND THE CITY OF SARATOGA SPRINGS EQUIEMENTS. Project Na.: 201]01] 12'MAX 4 TO 4 Dezgn: MC' PRICK TO ANV SITE'NOR',STONE CONSTRUCTION ENTRANCES MUS'l INSTPL-IN ACCORDANCEWITH THE SWPPP. 36"MIN.FENCE POST PAVED AREAS WITHIN AND OUTSIDE THE LIMITOF WORK SHALL BE KEPT CLEAN AT ALLTIMES AND AT THE END OF EACH Dra�n MC6 Ch'k'tl: CMI II WORK DAV. Date: 12/11/201]Scale: 1,0' SILT FENCE 8.EROSION CON IHOL DEVICEG SHALL BE HEGULAHLY INSPECIEU AND MAIN IAINED IO EVSUHE SAl ISFAC IOHV W I FILTER FABRIC-\ PERFO NNICZE A'NLDV LSUrEE WITH THE SWPP'. R: De.,, Date: NI � 5.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL 1 P CryCo 06/18/19 m� EROSION AND SEDIM=NT CONTROL FACILI-IES. 2 Per City Comments 08/16/19 OJ wp�L -_ 10.THE CONTRACTOR SHALLINITIATE TEMPORARY AND PERMANEnT STABILIZATION MEASURES AS SOON AS PRACTICABLE IN ACCORDANCE NIITH THE S4L'PPP, m(7 111111 ¢2 n `� �r1I VIgIi• ��II� w¢ 11.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SNIPPP FOR 4L'EEKLV INSPECTION REPORTS,AND IIAIAEDIATELY }Cn�I�IIIIIITI €�I�III�IIIL�IuI�I= `LL FLOW MAKE CORRECTIONS NOTED. ��I�II llLl lP-iII�I 9lII� N 12 APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICER SHALL BE IAAINTAINED IN PLACE UNTIL CONBTRUCTION 18 I�;;. _ — �_ COMPLETEDANDIORTHEAREAIS STABILIZEDAND APPROVED71THEQUALIFIVHISPECTOR. FLOW 13.REFERTO THE PROJECT STORM1HPIATER POLLUTION PREVENTION PLAN FORADDTIONAL REQUIREMENTS AND Dawiny Tif/e FLO �: EMBEDFITER CLOTH 'W.6171021 INFORMATION. MIN.6"INTO GROUND SILTFENEFILTERFABRI;FASTENED 0 5 1i 20 40 Site Demolition and PERSPECTIVE VIEW SECURELY TO FENCE POT$Nll STAPLES SECTION Preparation CONSTRUCTION SPECIFICATIONS: -reparation Plan 1. WHEN PNOSCTIONSOF::TER CLOTH ADJOINEACHOTHERTHEYSHALLBEOVERLAPPEDBYSIX Planning Board#17.080 SCALE:1"=20' INCHES AND OLDED. 2.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIALS LIST FOR SILT FENCE, ApprOVal UNSUPPORTED 1.2M POST SPACING D,a wing No. O SILT FENCE by the Planning he City ofSarat gasp 2 by the Planning Board of the City of Saratoga Springs. L-1 Scale:NTS Chairperson Date Signed: LEGEND(LAYOUT) LC1 — — \ \ \ ———— PROPERTY LINE 111, RELOCATED UTILITY POLE =RI LIGHT-DUTY ASPHALT PAVING „J,,,_ LiGH,0LE The LA GROUP Landscape Architecture d.Engineering P C l'e,P.,..Pk.. \ ZL..zngga's1,n,gs i;s:Z:::741,°.g II ),:`,PNIDcsREED-r''IG=GGA T E STREET TREE %Fah NY 12866 v.v.thel8Group 8,84 0 SHRUB PLANTING fa Bank Alley wir = BENCH .the LA Green 20. -----" ,..,_7.. 5 A — — — — PLANT LIST Robert Bucher 7— 1-SSui:110P3uter'rive Ea" 1 DECIDUOUS TREES k TYP 00 ASPHALT P"EMENT• • I I SHRUBS I 127.00' , 11 i9.00. E LAYOUT NOTES: I, 1 I EXISTING FOUR SEASONS STORE 1 ALL LINE MO GNADE INFONM.ION SL ALL BE LAID OUT,A NEW YON,STATE NEGISTENED,NVEYON ENGAGED BY THE CONTN.TON STRUCTION THE OWNERS REPRESENTATIVE SHALL BE NOTIFIED OF AN 1 DISCREPANCIES FIELD 2 AAltnr=1:TIDSKIUITI2B:EAI'PrROVDEIDrY1717EDNIDIIRD0'REPRESENTATIVE PNION TO CONSTRUCTION ia' II 258-1 FilE_OFC5'YR:SITORO1E08 11 I INFILTTRRAEZIN-1 0 ' ''''' 2ND FLOOR:200-208 3RD FLOOR:300-308 1 11 , L8i 24 RESIDENTIAL UNITS I 1 I kI - 54:TPCA2Z1INTGILSEPES 11 I- _I \ 5 FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE NUNICIP,OFFICIN, I I 2 F,OEF,DFria21,IFFAArZeiNcFiIiiDN:G:SliFTR2In.l'I'R'gROSDEDDNL2XITTDING2PtIONrIV'52,‘2E-Z rCITITN'fXT0112°,21'ATL"FTPDOR-TA'1AFV2Z'RE PAN C IE S I' DIRECPT'grAIIT2=,KTNY:e . . \ . Mir CONCRETE PAVEMENT li ...;',I) Ole F„,„RR 1 PLANTING NOTES: la It Ire.. L' I ' RENCHTYPW MI A'ST'UE At'' - L' ".' ' .Gs8'6X,•:•g1168'3NNTT'r1TatXCIA.416KL8cTTNT4=FIVtz"K•cAL8=71-183 ".LKP,F1L3,'TN"TiaG'FT,T:T,I,K'8',8r:A'si•i'AFFKci=KZRArv'iLKLs48Gr MI BIKE RA"Wir LA,N IW EM Af i IVA,' _ -44 nIEZ.3RIE'CrVe4gT1':-'gGETZEISHFILSInrIG13'TEGG',AnIUKOOT ACCEPTABL,T,-,L%I.,,,,,,,FAHITECT,,,Lc'sTrA's=7.7 B,',I,E.;7,1ZRAP,rsiTNAGZI.DI ro7,-1,1:,=,%T.E,<'.,Er.F,,Oss'..,... DE'rIFIDAT D"S PLETIDN !Nam EiL. „ ___—.1111,MIM_A — i— — —- — — — — — _ "E''''4"''-"PuRN°""L"ATIc C'N D 1 T l'a N'SI M 1 L AR T°TH'E 1 N T H E '''1'1FilF!1-1‘2S'E'FiTT:i IT21,EANCDTETHEFT'CR IiIRDIPEC-IFI'E'DD'TIII LRT'Igl'TIS'iNIETONNT'T'I E „I,EMI A PAPIIIIMMINIERIMIPM111111111MIIINFAIIIMMIIIIINAW Ar IV,IMNiiii!FAC=ii...,,,,=-7-AilAt, --. .. ...11Rttos. .,,..M...iirieNKILIBIEFAIrlinENIMMI 2S,:- 2 PLANT SIZES,EASUNE,TREESAAND SHRUBS ACCORDING.,ANSI 260 I UTNE, 9 Ace TAN,.„AN cei,cs,ENe20,THE FERiec • -,MINIESIFAILIMINEW.VIIMINElirMillitiiiklifillillgille111-1-mkqPILLI ISEINE11•11111011111111111111111.EZErAMOIME01114.1fillEMill - ,FE',,Ns7Es,,,,,,°s7Nvici,-E.2,,orniFroT,TR,°741-,:;7;g:,,,,TNE,ER,TLI-,rER i,,, EpP,„,,,„„E„,„„osTT,„7N,TAFF,E,,,„,,,„ro EiWiwil ,v4p E 1 I so. EN EM ME = R3. E 'Illr'---". 161. 41, ,, 1,gIrArRE'15'&110EHDEDSVODN'IErnOT0'STIPD-1:1[}41,.DR EI' "ED INE,ULTII.,,,,h11,,,,,ERY OD,OLS ALL PLANTS REGARDLESS., Henry ir .enry Street = mip LAWN TYP 4,.. 1 l'J''B'IF DAR ETA LILTI'N2IF'S21-1ZEdrAEl'ElY-2H2'1 Id'T-FLH AAI NIN FiCSAI 7 FE DA7R C211 FT'l FO)t-'/N,JIDIitSE DE'REEEJ'E2g E'DD E 2 1 2 2 grA',1E',,:f',Sol:Ue'D'ReFA,GliELDSEELEAiTTIArcir:LD'I LE CxRA2AN'GeD ED,,F,FE AE DOI NFO'SE 02, ak Mr4 UMILLE7e0TU=ITSDE'21,1E0152,71 tnEtDL:'t"'"D DID DDNT"ED 22DD'" SO IE PLANT„ATERIALS A.WO„MANSHIP.E.CEPTASLE TUE LA...E PE'A'''Tth 2.ISR-T DINHAD/tDTEFEORRSEgtOEPULIETLI:NNTDIgTVIAN1D51E5-P1 ITONSTI IENCGEaAERDH THE""'"T" fS I'Ell7C'ASTEE I'D 1-jjT1171-PINIii rr 'E'D1'I'N'T'H'E="1='D''''N''"C'N'''LL L'IG'''2\'''S'AL L' 21.IFNE7iNARII'AICT'11'REILr'jECIEP'IT-l'AI'N'''El'IOFP41'DA'UNTIND-GLECiAi'N'ISTLEDECDTFS C"d"iniu'is r-,-- SITE LAYOUT PLAN .'--1 'VAL TO"NED H"'"' S"le.13="' •'•l‘j4qjFEI:\101:1HE'R-12211;NIC7=ITNITA LBUIEDNCTONITRIA rOIDO2Z ILDEZD/Illi-rP ROOF ''Cl°1NLI-LIDI'S'ETIT1CH2'71C'iLIDI-0F1 lit:!AIELITEGrAt'I'TI:FL EALAi1TNC7NS7OF'"1" '28 Hen,Street — — „ lx.luniTiNTgEGE-9:;; w UNTE"NO PARKING"SIGN r,,T8T,!•triLT"KI,,.4•K‘-7'3'7°81¢13TL-r•r"°%CKFNPLFIFS-rTE8=NT3,7KG "'"'"""E 00000000 . i',19,1112,mrdificin?D'A`FPAcEr i;:i-Eli'll 4:17-t.,74F:Tsrinu:4'HET, E1 Pil-,F0E)-fl"'OEFRTFIVLEASID'SLC'71PETIF:'PEICTT"E"D D''"ER'F'DTE' '917FTEESDFEOEFDTMDN'O=GN,'IVIN R'IT11"YRADN'OD:1=1-'1:5YNITTILTAIN'CDEDSAD .1‘,1:GI,-,Ili,TADOCB:S.'UR E NI3.Y A','',1,-,7,1'ir,, .E LANDSCAPE.HI INS THE RIG,TO INSPECT TREES AND ID4127DC'EENETSA='C'F'R'U'ER'12TID'DGETINDATDIOIrATEN.DIAIZU=IF2ADNTIA'GETF"' 1 1 1 1\1 I\ tiE •IE1 1 . . 'DDIF'JUEDAE.RTMEANTDDTDEDCNTEgDOFT0'11,12EEJE\O"RDDT SSYFATCE;nDIA INSIDTE WEED SEED AS'LLD' l's'C'j0FN"''''ATER''1F''''''7111MA DURINDRTEDTSDFSSHrliFXDIIIRATII<A,V:ATE, PROPORTION GERMINATION 0--' , -__ ° FROITARXIDERCV DE""E E EDTED T .121, COMMON NAME... BY,YEIOHT MINIMUM 0- 2 15DgAreITIT,R,AFFNHDAiii2Hf ZC'tl-If'1171ON'R211:1gISS1TION-1212Arlsn'D IS2ICTEDRIDR EEEEpiNG F,E,FE SCUE 50, 8, °-r 22.58 0 0 1' 2,50. ji. ° 6''8,:':FolT6'6,''I'68i7nET:Fd'-zi2;TCF4'FniTKF'163E'L''"P"s'"111"" CD "WIDE PARKING 0- 0 /:/' — z//"4 14-INES PAINTE"HITE Protect. 2017017 0C7 1 IsIEAE-r,11j90,,D,B\DOEcdIATIFF,F,',FLIDiAFEls11,7T';s1gIR'HTADI7DPPIDIEI DEO PERENNIAL RYE,,, 5, nO, hICS ' 1X. jr .,_ '''''/ ,' V74' ANNASNIDISCTAAPN'AINOL ', 'z 2''''';'110ETR'l 112'2D7-''''''- '''.12R'''Z'Et SS'i l'cir'Fis 2iiSEPEF'T'lEAS.A1-1- 'TOTt:IIA1:10'2312711:ZHAASNI"/IADLYALNDA'LVSIISDI\ATT=t,D111,',\G'AETOE0717E USD A AS Dete 12/11/2017 Scale 17,20 ,,,, /'" -''/ ri''1C•6:IDE 1 FIZIVIICAP IUg'UP rhiriEl<IDIGAPPSELD'PPEAFrIGTNT N 3 Per Rd/Comme n 08/10/10 °• N°'RKING AN'''' III ' ts-III/JrNg1T-RIEPXELDEEM0(2.4/ 'PIDIAGPICTE ILVLTI II,2 1 P IgSE\PERYNWPtIE.•DCOEDRE/1". 3 PATDIJIDESNEELSTI!'''APE7AA1-2 IRF7H171GiNEE71H2FREIINFTiDF"'ND r'E'ER' :PA:LA:EC 1'IC'°N. 4 11',D,1151:1F17,A,NAADI,71,1gA7r,e7,71,EEERNOTEHI'LNAIN=NRTDILFErANNTZTA.TE"T" NIE7E NI'5NrINNEINNT 'EMI.'.ALYNIN 0 0 .- 0 III Lail 1' ''''"XIV NOTOTNI0r4 FSITS'TINI TrAL COMI,IEIDNNI.G'ITITIEL FRDIALAAFCrg'PTANCE pEp pr ' ''''2G... 'N' ./ilTDE:IN7FINDT712DrATORI'ZIENNE=SIIINDANDEISF'S=.'"Ei" O 'It/. ® I 0 ® ACCESSIBLE PARKING mAcE ccE T. E°E 44,2CE 27,i FI,SIS'EFSLI-I UARI',A SLTE ;,.511:\:. Site Layout arid 7111 I Scale N.T.S. 6:fg;rT,'TPPAA,ITFLGIFfGfAijDibTGXF"=EEAFF8iFKFi,Tr'' 'CEEF P'2,5 55 Materials Plan O 4, 4, 0 1 1 0 1 I Planning Board#17.080 g=aizair - ., c) ARCHITECTURAL GARAGE PARKING PLAN S8818 1,20. 11. 1 SCALE 1,20' \ _ _ \ The LA GROUP \ \ //J Landscape Architecture @.Engineering P.C. \274.8/ P j4.Prrpms.1... 274.21 ---__________________\ ' 275.15 40 Lang Alley p.�518-587-8100 Saratoga Springs f 518-587-0/800 A________________. --- i _ 1S iS I I NY 12866 www.thelegrauP com ._. CONNECT UNDERDRAIN TC 275.38 INTO PERIMETER DRAIN, ' BC 275.05 N unaumorized aherarien or addirion ro mis Bank n _ - --SEE MEP PLANS , TC775.23--_ cl'NF n'..avol 5 7_09ofthe Alley 827485 L. BC2745 N he LA Grasp 20 TC 276.38 TC 275.0 _ _ Group 2a 3 0 t `, +, T` 2>8,\ \ M'■275.01 Prcaaicd Wr TCva.7 a - '1111124. � BC 274,2 Robert Bucher 274.3 >ti _ ` Comp \\ 22991.50.5 / . r ,z'Dzl / g'os 1 274.2 1 -- eS18uite 103uter Drive East c, /_ I I _ 274.1 111E .I Albany,NY 12205 / ,,/ \ \ / 275.1 ,LAB / 111111./111.274.31 /- j EXIST PirA G EDGE r�'v> ® � ,� OF PAVEMf T ', N 1111.3110:11.,"11111. .1 11 L ^ ''',,,i-l',:\ O bZ r �n IA -•-- TC/BC 274.1 n � da v>,s <v II T6 274.2 s FC 273.6 W "\ 274.9 rs"iyZB o� I / BC 273.7 274.6 ., ,fr n� / PROPOSED BUILDING I I H _ FFE 277.5 _ 1 i . L ZGZI J 0 ENGLARGEMENT 1 Scale:1"=1D' 1 i , ' ------\\_,- ^,11 SEE ENLARGEMENT 1 -- --- � . -r z74s 274.2 1 - - w_ GRADING NOTES: _ -- -- 1, EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 3/20.017 PERFORMED BY ABD ENGINEERS,LLP. 275.15 - - - I \, ism I I,* \ \ ® 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. ism 2774 MI I N it ui H 1 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF ONSTRUCTION,ALL '� \ � SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY/ILL NOT BE DISTURBED BY CONSTRUCTION. 12"HDPE,MIN: ////�\��\\ 14. TC 274.5 I 74.1 �IIIIII, b' 273.4 TC 274.45 TC 274.6a '''\ INCH(1/8")PER FOOT.ANV DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TLO THE OWNER IGHTH SLOPE0,5% 5. MAXIMUM REPRESENTATIVE PRIOR OOOF C CONTINUING IORKa ERAMPS SHALL NOT EXCEED1 IN 2T0R 30'IN LENGTHE OF ONE-,S 274.7Irli I ITCH SID � 275.05 275.15- 275.05 74.2 76.0 - 275.55 275.4 TC 274.0 25.90 �.� 275.15 BC 274.0 _ A ii"-' -� ortion-IR- `bM1 ' I BC 273.7 BC 274.15 BC 274.25 DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER S REPRESENTATIVE PRIOR TO vI � 11 ���u ��,®I ®®•42-•=w-' --��®. ®®�® �I®._ ®e�®®'®1 N CONTINUING WORK.p ¢ b l1 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. CONNECTUTBEER AIN . 1 A. 2750r 111.& -% it INTO PERIMETER DRAIN, 275.8 TC 274.9 ® ^ 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES(6")ABOVE BOTTOM OF CURB UNLESS SHOWN SEE MEP PLANS �' TCIBC 274.1 BC 274,4 I FC 273.3 -52,7,32,,,,,, - TC 274.5 TC 274.65 -275.2 1.'7:45: '6275.5 OTHERWISE. TC 275.80 p :'1''' N ' Henry�`+ AN SAN AIN FC 273.6 S S S S DC 274.0(CK) DC 274.15(CX$ DC 274.7(E9( B275.30 i tree \', RIM(EX}2733 en8. N/HERE NEW PAVING MEETS EXISTING PAVING,NEN/PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING sr Si-L- r� sr sr sr _ _ .,_TC 274,2 �� BC 273.7 AVING. TC 275.5 FC 274.8 CORE DRILL INVERT FOR FC 273,6 -_ ��LS LS LS LS LS LS 1S L.- BC 275.012. LS 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. L J ® HDPE STORM PIPE �2 -- /'� ,,----,--e---s o p o n IF STRUCTURE IS SHOWN ADJACENT TO CURB,SET GRATE TIGHT TO FACE OF CURB. Pr ject>=tle: NV.IN:268.9 ', n n n 10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HND.CONTRACTOR SHALL Henry Street REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT Condominiums II _ NO ADDITIONAL COST TO OWNER. Condominiums I 11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE 0 5 10 20 40 COMMENCING EXCAVATION AND GRADING OPERATIONS.NO TOPSOIL SHALL 8E REMOVED FROM SITE VIITHOUT PRIOR S' l'1. 1 AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. Hey Street SCALE:1"=20' Sarat12oganrSprings NY 12866 O 12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6"MAXIMUM COMPACTED LIFTS.GENERAL FILL 1 SITE GRADING PLAN SHALL DE FREE OF DELETERIOUS MATERIAL,CONTAIN NO GRAVEL LARGER THAN 2",AND SHALL BE COMPACTED IN Scale.1"-20' ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13.GRADE AREAS ADJACENT TD BUILDING LINES TO DRAIN AVAY FROM STRUCTURE AND PREVENT PONDING.FINISH LEGEND SURFACES SHALL BE FREE FROM IRREGULAR SURFACEOANGES. 14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND.PLANT --- PROPERTY LINE MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. -275- MAJOR CONTOUR 15.SLOPE SIDES OF EXCAVATIONS TL COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS.MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. -274 MINOR CONTOUR 16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE -275-- EXISTING MAJOR CONTOUR STRUCTURES SUCH AS LIGHT POLES,SIGN POLES,MANHOLES,CATCH BASINS,HAND HOLES,WATER AND GAS GATES, HYRANTS,ETC.,FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS --274- EXISTING MINOR CONTOUR OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. Project Na.: 2017017 Dezi„ ,,CB -ST- PROPOSED STORM WATER 17.CONTRACTOR SHALL BLEND N IT EA Torso s,100THLY INTO EXISTING,PROVIDING VERTICAL CURVES OR ora�.:, mrs rhka. rMl ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. Date: 12/8/2017 Scale: 1"=20' -ST EXISTING STORM WATER 18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES.DURING EARTHWORK OPERATIONS.DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO key'- 0e,,,,, oaten A PROPOSED WATER LINE PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF.WHEN ITIS NECESSARY TO INTERRUPT 1 Per City comme,ts 06/18/19 THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES,PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY 2 Per City commem oa/o1/19 -yy EXISTING WATER LINE STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 3 Percry comme,t: oa/1o/19 SAN PROPOSED SANITARY LINE 19.IN ALL LAWN AREAS,ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF FINISHED GRADE UNLESS OTHERWISE NOTED, SAN EXISTING SANITARY LINE 20.IN LAWN AREAS GRADED 3:1 OR STEEPER,EROSION CONTROL NETTING IS REQUIRED. LIMIT OF DISTURBANCE(.85 ACRES) Ir • I LIGHT-DUTY CONCRETE PAVING osawiny vi. 'ji.I, INFILTRATION TRENCH Site Grading Plan Planning Board#17.080 Grading Approval ,,,,,,,,9 A,o. Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. L-3 Chairperson Date Signed: \ \ - - \ w EXISTING WATER MAIN The LA GROUP®. \ LEGEND(UTILITY) Landscape Architecture Engineering P.C. \ — — _ _ _ _ _ _ -w PROPOSED WATER MAIN P 4.P.,...Pare. / S EXISTING SANITARY SEWER MAIN ._________\. _____ 40 Lang Alley p:518-587-8100 adz,z, -SAN PROPOSED SANITARY SEWER MAIN® Saramga springs f sl6-s87-Olfio / LS LS Casa=nw ® NY 12886 www.thelegroup.com / ezLz=nNI ST EXISTING STORM SEWER LINE OS SANITARY SEWER MANHOLE Mk unarlinOniaed aherati�n arada�en to mi: © d,E e t sa Vl01aFe,isertlen'2o9otthe Bank P1/41\e/ co• SANITARY SEWER CLEANOUT Ne:"vorksteEaeranonLa: gan ❑O EXISTING STORM SEWER CATCH BASIN/MANHOLE c the LAGroap zoir _ _ _ _ _ _ _ _ _ _ _ _ \ \ 4- HYDRANT vcoa.ca rug Robert Bucher WATER SYSTEM NOTES 18 Computer Drive East E ,ZGDZI 7 I Suite 103 1.`fiATER MAINS anIosERVlcEssrluL BE INSTALLEDAT AMINIMUM DEPTHOFcovER BELOWnNISHEO GIzaDEQF Alban/,NY 12205 I2.SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURT=NANCES TO THE GESIGN ENGINEER PRIOR TO CONSTRUCTION. I_ \ 3. 1-A9 ALAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT DOUBLE CEMENT LINED.PAINTSEAL ICOTED,350 P.S.I.PRESSURE RATING. d CHLORINATION.PRESSURE aND LEAKANDARDSS ND SHALL MAINS SHALL BE IN CON HE SUPERVISION THE CITY OF � SARATOGA SPRINGS AND A.Y'I.W.A.STANDARDS AND SHALL BE PERFORMED UNDER THE GUPERVISION CF THE I I CITY ENGINEER.BACTERIAEXAMINATIONAFTERDISINFECTION ATAN.V.S .EA1APPROVEDLABORATORYYVILL TAKE PLACE PWOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY.WATER SERVICE LINES ARE EXCLUOEJ FROM THIS REQUIREM1IENT. „o 5.THCRC SHALL BCAMINIMUM HORI2NTAL SCPARATION OF TCN FCCT(CDGC TO CGC)BC'"'''''''4"'""N VCCN NVN/ATCRMAIN I ANDANVSANITARYOR/T,UA SE:fIER.THERESHALLALSOBEAMNMUM1IVERTIALSEPRATIONOFEIGHTEEN 1 INCHES BETYYEEN ANYYVATER MAIN ANO ANV SANRARY OR STORM SEWER. I fi.TI IRDST BLOCKING SI IALL COMPLY WITI I DETAILS ON TI IESE DRAWINGS AND CITY STANDARDS. I ].DURING ALL EXCAVATION IN WHICH THE EXISTING WATER M,VN IS OR CAN EASILY BE EXPOSED,THE CONTRACTOR SHALL LOCATE THE NATER LINE,BOTH HORIZONTALLY aND VERTICALLY,THIS INFORMATION SH'' L_ ,0. I BE PROVIDED TO THE CIN OF SARATOGA SPRINGS AND INCORPORATED NTHEA BUILT DRA4VING5. I \J B.THE CONTRACTOR SHALL PROVIDE PAO(2)BRONZE WEDGES AT EACH BELL JOINT OF PUS..PIPE. II I 9.THE CONTRACTOR SHALL PROVIDE IG TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 10.VALVE BOXES I I 10.e.CAST IRON rL'PIECE VALVE BOX AS MANUFACTURED BV CLOW(MODEL F2696J.OR APPROVED EQUAL. 10.b.GONER SHALL BESTAY-PUT TYPE(GLOW MODEL F2d90),OR APPROVED EQUaL,AND BE CLEARLY M1IARKED "WATER". 11.VALVES ® I 112 RA%VALVES,3INCHESIANDEARGER,SHATBE IRONBODYNONCRISINGSTEMCONFT0 NGTOAYV.W.A. IM I C509.GLAND BOLTS SHALL BE 21VC COATED STEEL. I tt.c. ALL VALVES SHALL HAVE A NIAXINIUM WORKING PRESSURE RATING OF 200 P.S.I.G. 61 GATE VALVE SANITARY SERVICE ©� ® 11.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING To aNSl A51.1o1As1.11. 11.e.VALVES SHALL OPEN RIGHT(CLOCKNIIBE)'JITH ASTANDARD 21NCH SQUARE OPERATING NUT VJITH ARROW LATERAL CONNECTION WITH �l Ili CORE INTO EXIS INC SANITAR casT INTO IT INDIcaTINC THE DI/F7ILI OF.14G. CLEAN OUT TO GRADE .®MANHOLE MODIFY BENCH 11.T. EACH VALVE SHALL BE FURNISHED COtAPLETE VJITH NECESSARY NUTS,BOLTS,STUDS,ANO GASKETS. INV.N=265.80' 11.g.MUELLERA-2360 MJ RESILIENT,OR APPROVED EQUAL. r- _ 12.HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-023 AS SHOWN ON THE DETAIL. —_— 13.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHTCLOCKWISE`,. !I�\��IISI■■lii ®I�III■ ®®i�lllll�irl������r ���.w�L,�.-'11®�■�l®i®I ',_Iu■I 'iU U •i AAA.IL.�1 °"rAirdril.�° 1d.THE LOCATION OF IJNDERGFOIJND UTILITIES INDICATED ON THE PLANS rViE FOR INFORIAATION ONLY,AND ALL UTILITIES MAY NOT BE SHOWN.THE CONTRACTOR SHALL CONTACT DIG BAFELY NV 1-800562-]9fi2J AND THE yV w �� ❑ PROPERLOCALAUTHOI-FIg/OR RESPECTH/E LTILITVLITZTVHA1 JURISDICTION TOFIELDVERIFVTHE 8"I.P.WATER MAIN 1" ry LOCATION OF ALL EXIBTING UTILITIES BEFORE COMMENCING WORK ANV COSTS INCURRED BV THE CONTRACTOR .S9z-n N1 ry DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES BHALL BECOME THE RESPONSIBILItt OF THE SAN SAN l SAN SAN 'AN ` u o s s s s s s s �—� cQNTRAcraR. Al 8"45°BEND 8"PVC SANITARY SEWER �Q SeV,8 \ Henry Street - 1E.RNERVALVE BDXEGEXIST NGCTRD EA RIMS.NEW$TRJETRZEINIS,G.,SHALLBE ADJDSTEDTD ST ST ST ST ST ST z�',AN 1 "' � CONFORM TO NE`N FINIBHED PAVENENT GRADES UNLESS OTHERWISE NOTED ANDIOR DIRECTED BY THE EXISTING WATER LOCATION \ �ZVI ddz'Zis9a nN LS LS LS LS Ls LS LS PER CITY STAFF,CONTRACTOR 8"22.5°BEND owNERs REPRESENTarIVE. 81X6"TEE WITH THRUST BLOCK � p-gga=nNl 9'99L_nN1 ddG S/ TOFIELDVERIFY SIZE, Y a3LVM„B P ject>=tle: LOCATION AND DEPTH SNIH 1 8"45°BEND // s� UTILITY NOTES FIRE HYDRANT ASSEMBLY gir RIM=275.25' z / o�,1Henry Street 8"GATE VALVE INS.OUT=267.36' y 1.THE CONTRACTOR SHALL CONTACT U.F.P.O.(1-BOOA62-]962)AND THE PROPER LOCAL REPLACE EXISTING 881)(488.1X48:: "X8"X4TEE AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE Condominiums YVITH 8"X$"X$TEE m I 8"INSERTION VALVE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGVJOR.ANY COSTS INCURRED BV THE CONTRACTOR OUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. O SITE UTILITY PLAN 2.ALLUTILITV INSTALLATIONSSHALLBEINACCORDANCE,M1'ITH ALL REGULATORY,LOCAL MUNICIPAL AND BUILDING coD6 RBQUIRBUBNTs. 128 rHeotonryaS rin Street Scale.1,20' Sa s,NY 12866 3.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 9 P 9 'EXTENDDESIGNATEDZI1TV FYVORKASN'IXASTRV TO ACCOMPLISH SITEUTIL"WORK AS REQUIRED BV THESE ORA4VING8 ANO SPECIFICATIONS. 'CONTRACTORS III PROTECTANJ`'SITN NIN NORMALSERVICEaLL EXISTING UTILITIES, STRUCTURES,EQUIPMENT ROAD4VAV5 AND DRIVEY'lAVS FOR THE DURATION OF CONSTRUCTION. SANITARY SEWER NOTES 1.PVC SANITARY SEWERS.FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLEDANDTESTED NACCORDANCEWITHTHECIR OFSARATOGASPRINGSANDSARATOGA COUNTY SEYVER DISTRICT N1 STANDARDS. 2.ALL SRfIER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE.ASTM DESIGNATION D3034]8 OR LATEST REVISION AND TO THE DIMENSIONS ANG TOLERANCES 0=CLASSIFICATION DR-26'f11TH SINGLE GASKET U51-ON JOINTS. Project Na.: 201]01] a.INFORMATIONAND SHOPDRAW NGS FOR MATERIA-USEDSHALLBESZFETR DTO AAD APP'''''VT' DreF' MCB DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANV ORDERS OF SAID MATERIALS. Drau��n'. MCB Chk'tl' CMI d.ZITRAD'I'N NTSBHALL BE A'''''''''THE DESIGN ENGINEER AND THE CITVOF SARATO'SPRINGS, Date: 11/28/201]Scale: 1"=20' PRIOR TO INSTALLATIONS. 5.LEAKAGE UPf1ARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE 7'17' ER ev. Description: Date: D AYFOR ANYSECTIONE'7F,D .A LEAKAGE TESTSHALLBEPERFORMEDNIITHAMINIMUMPOSITNE HEAD Pe rat' Comme�[s 06/18/19 OF 1 FEET ANO SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SE4ER DISTRICT N1 GTANOAROS. 2 Per City Comm,. 08/16/19 6.LOW PRESSURE AIR TESTING IS PERMITTED.TEST IS TO CONFORM TO UMBEL-PVC PIPE ASSOCIATION,UNI-B-6-98. 11!;$1111,,0 5 10 20 40 SCALE:1"=20' D.',Title Site Utility Plan Planning Board#17.080 Approval D,,ae,;,,9 A,o. Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. L-4 Chairperson Date Signed: TOPCOURSENVSDOT ITEM NOTES: 24"I I 24"I 402.0953029.5F3 HM.A.,80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES DRIVEWAY AND PARKING LOT NSTRUCTION WHERE IC OM SH 4'ECONCRIECTE ASE 0 WALK BD NM WALK CONCIRE EE SEENDICULAR `¢ '.......` TACK COATMNYSDIOT ITEM REQUIRES IGUCTOURDALGAVEMEONDT SECTION TO BE ZINC EASED TO �/ �'9 �� \ \ \ The LA GROUP 407-0102 DILUTED MEM CONCRETESPE8C(CATIONS of w O Q.i,'.o Landscape Archi[ecnre@.En9ineering P.C. CONCRETE SPECIFICATIONS o� 6 BINDER COURSE-NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN ° 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. - p jle.prrpors.PGue. 402.198902-19F9 H.M.A.,80 MN 6"X l'11 e WOVEN WIRE )!..31.5 ..'o!• 6"X 6"NO'WOVEN WIRE w'c1'1 1 o i • 3 SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR 40 Lang Alley p:518-587-8100 MESH EXCEPT A.O.B.E. °o �' MESH EXCEPT A.U.B.E. BINDER LIQUID ASPHALT CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING 40 Le 5 518-587-0180 .. m .. o ( ) } 9a prings w \\/\\/\\/\\/ 6"GRANULAR SUBBASE $ o 8"GRANULAR SUBBASE COURSE NYS N :o„p,'o.a�..• GRADE SHALL BE PG-64-22 SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE o NY 12866 .thelagrgup.cpm ///// COURSE NYS DOT SECT.304, �'o.4.' PAID I„THE ONTRACTOR. - \\\\\\\\\ DOT SECT 304,TYPE 4 COMPACTED TO \\\\/\/\/\ /jj/j// TYPE 4 COMPACTED TO 95% j\j\\j\j\\ 95%STANDARD PROCTOR \/�,\.i/��,\./i��\�\\�\��\ 4. NOT YEZECITY ENGINEER48HOURS MINIMUM PRIOR TO } YY COMPACTED GRAVEL- COMMENCING PAVING OPERATIONS. uE'Y'F/zeaeEtFeJinored e''''” /././.%%,0/%1 STANDARD PROCTOR �//\yyjy\y SUBGRADE COMPACTED TO l)`('/%Y%Y/�Y/�Y/�Yj� (SECT. - documenrlsaviolaiion olSeclion 7209 otihe ,,..// %/ NYSDOT TYPE2 SUBGRADE COMPACTED T090% \\\\\\\\\\\� �U'\�\y\y\y\ Newyork s-are Eduracion la:N. i/.l/1.li 90°b STANDARD PROCTOR 1//`><YyU'U'V'/ 304)COMPACTED TO 95 STANDARD PROCTOR Y ��,f,f / STANDARD PROCTOR \\\\\\\\\\\\ \ \ NOTES: NOTES: ////✓//�/�/f� PAVEMENT TOP BINDER GRAVEL ESAL d'the uGraup 2a TT EXPANSION JOINT SPACING-20'-25'O.C. EXPANSION JOINT SPACING-20'-25'O.C. TYPE COURSE COURSE COURSE LEVEL NOTE:ALL PAINT TO BE AS SPECIFIED CONTROLJOINTSPACI 1 .C. ONTROLJOINTSPACING5'OC. SUGRADE-COMPACTEDTO <03 \ \1 NOMINAL CROSS$LOPE-118'T0114"PER FOOT(MAX.SLOPE NOMINAL CROSS SLOPE-1'8"T01/4"PER FOOT(MAX.SLOPE 90h STANDARD PROCTOR PARKING DIRECTIONAL ARROW \ Prcoaicd lur 1-112" 2" B" 1:50 NP.)TH OF THE STREET ORLD.B.E.MAX.SLOPE ALONG 1:50 LEN TO WARDS STREET OR A.O.B.E.MAX.SLOPE ALONG LOT MILLION (� "CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB. Bucher THE LENGTH OF THE N/ALK SHOULD NOT EXCEED 1:12 THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 J Seale:NTS Robert CONSTRUCTION JOINT DETAILS TO BE SUBMITTED 4ND CA1=0UCTIONJOINTDETAILS TO BESUBMITTED AND STANDARD 1112„ 3" 12" : 10 CROSSWALK • $ule103Uter Drive East APPROVED BV CITU ENGINEER SIDEWALK WIDTH TO BE S'MIN. APPROVED BV CITU ENGINEER SIDEWALK WIDTH TO BE S'MIN. RUADVVAY MILLION JOINT SEALANT PER SPEC. OR AS ORDERED BY CITY ENGINEER OR AS ORDERED BY CITY ENGINEER Seale:NTS x z 2"I" TOOLED JOINT WITH 1/4"RADIUS EDGED Albany,NY 12205 TYPE1 TYPE2 ASPHALT PAVEMENT , AOOLEDJ,NP. TYPICAL PEDESTRIAN TRAFFIC VEHICLE TRAFFIC LOADING O Scale:NTS ..... r LOADING ACROSS DRIVEWAYS PREMOLDED EXPANSION JOINT, GENERAL DESIGN CRITERIA FOR CONSTRUCTING GENERAL DESIGN CRITERIA FOR CONSTRUCTING MATERIAL PER SPEC. SIDEWALKS IVITHIN$ARATOGA SPRINGS RIGHT OF WA„, SIDEWALKS N/(THIN OGA SPRINGS: COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: EXPANSION JOINTS TO OCCUR 201-2510.C.UNLESS PROPOSED PAVING a EXISTING PAVING TO REMAIN OTHERWISE NOTED ON PANS.&AT ALL URBS, 1.SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY 1N"JOINT PROPOSED TOP WALLS,PIERS&WHERE SHOWN ON PLANS OR WAY AT THE PROPERTY LINE. A PROFESSIONAL ENGINEER.PLANS MUST BE KEYED PAVEMENT TO BE FWSH WITH COURSE OTHER DETAILS.TO OCCUR ON CONCRETE WALKS 2 SIDEWALKS FAUST NOT DROP DOWN WHEN CROSSING A APPROVED BY THE COUNTY COMM.OF PUBLIC EXISTING PAVEMENT TO REMAIN EXPANSION JOINT A MAX.OF EVERY 200 SQUARE FEET. DRIVEWAY. WORKS. PROPOSED 3.SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC 2.SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF BINDER COURSE sl mnm"" 2" 2• TOOLED JOINT WITH 1/4"RADIUS EDGED STREETS OR ALLEYS. DITCHES OR 8'MIN.FROM THE EDGE OF SHOULDER. I����i������_ 3.SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO O O 04..())....,•—,1 112"MIN.DEEP KEY INTO EXISTING _ AS SHOWN,TIP. PROPOSED O O 1 O(�O�)O O PAVEMENT INTERFERE WITH DRANAGE. COMPACTED BASE • 000 OJ 0000 CONCRETE SPECIFICATIONS OF THE PLANNING BOARD MATERIAL O O O:O OII,O�rl.o.7. O Ir_EXISTING BASE MATERIAL CITY OF SARATOGA SPRINGS ,111 — COMPACTED SUBGRADE Hk - • OIN a a TOTHOLEERD DEOTAISOORCOORMASCOWISTONGSCAOS& THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CIT(.PRAT"'SPRINGS INSTALLED NOTE',THIS DETAIL IS FORA NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING 1/2"JOINT JOINTS.TOOLING SHALL AL.OCCUR AROUND WITHIN A CITU RIHT-0F-WAV AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. BITUMINOUS PAVEINENT TO REpAAIN ENTIRE PERIMETER OF CONC.PAEMENT. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONTROL JOINT ,CDASPHALT PAVEMENT KEY O CONCRETE JOINTING CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE(1 J 4 LOW Scale:NTS WATER-CEMENT RATIO(MAXIMUM 0.48J,(2)A SLUMP OF 41NCHES OR LESS,"(3)CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, Seel.:NTS (4)PROPER FINISHING AFTER BLEED WATER HAS EVAPORATE.FROM THE SURFACE,(5)ADEQUATE DRAINAGE WITH A SLOPE OF 118 INCH PER LINEAR FOOT OR MORE,(6)A MINIMUM OF 7 DAYS M1IOI$T CURING AT OR ABOVE 50 DEGREES F,(7)A IJIININNM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAY.AND(8)A PVNRIDM 0.0AY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE XPOSE.TO FREEZE-THAW CYCLES AN. ICERS WHEN SATURATED.THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL DIMENSIONS IN Inm UNLESS OTHERWISE NOTED GENERAL NOTES w- 1 NE:.N CONSRUCTION.ERIBEDDED PREFORIAEO E`(TURE WARNING DEVICES SH dLL gE EMBEDDED IV THE TECHNICALSPECIFICATIONSFORCONCRETEAS HEREIN DEF(NE.SHLLCOMPLYWITH THE APPLICABLESPECIFICATIONSOF THE "NEIN CQNGRETEPERNis°oTITEM6tg PREFORMEDIPRECAST,V SHAugE DETECTO-TILEAS YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MAERIALS",1985. MANUFtiTURED BV MEXCON INC.OF NIORCESTER,NY OR SIMILAR PRODUCT APPROVED BV NVSQOi. _ 1�.h'HERE TE%TURE':'lARNING DEVICES ANeT BE RETRGFIT,PREFORIAED DEVICES SHALL BE ANV LARIFIATIO,REVISIONS,MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CIN OF SARATOGA ....,,,..._____)...,,(01kINSTALLED PER NYsooT ITEM sDg.C1. SPRINGS PLANNING BOARD y THFOET.u1L5PRP1AOEo aRF rvoT oaatvry ro S"T TxFOU.""'"D"'"3.P"Ec ONIHEoElEc ABLEFF,1NGHLLO(IHLDOMLg T).HEENNltetomm LevelfeET E) "A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. \® IS FORILWETRaTION ONLY. �,T sQE OF rHE osrsciagLEwaRNING HELD snAu eE eto mm IN rHE OIRECNON of TRAVEL AVD SHALLEXrENDTHEFULL:"ADTHOFTHECURBRAMP ORru SUR-ACE. O CONCRETE PAVEMENT EkGLNGP/EQFGIDEFLARES. 1 _ {,LOCATION OF DETECTABLE V/ArzNINGS.DETECTABLE\VARNINGS SHALL BE LOCATE]gO THAT Seale:NTS THEEDGE OF THE:.NARNINGFIELDNEAREST-°THEROA]'f1.4Ye STREET SURFACEIS150 .- �_ mm T0225'rm;3Eer:RETRAVERSABLEe57 USEOIFRONI THE EDGE A.A.P �y� ROAD4:'AYISTREET.OR FROM THE FRONT OF THE DROPPED LRB,'i1HEREADROPPED `G.- CURB CONTINUES ACROSS THE BOTFON OF THE SIOE'f1ALK CURB RAI:IP. �- L DOIAE ALIGNNENT.DOMES SHALL BE ALIGNED ON?.SQUARE GRID IN TFE PREOGMINAVT DIRECTION OF TRAVEL. PROVIDE CLEAN SQUARE CORNER NOTE'. FEvaTEOCao.s Nc 7.COLO."aiREMENTS.THE DETECTABLE:Arell-NGFI51)r eFtE LLYCONTRf,"IITH WHERE BITUMINOUS WALK ABUTS mL AD�owwc cuRD RAMP,oR omLR AD�AcwrwALlcvav suRFACLs wHLRL mLRL Is No EXPANSION JOINTS SPACED ALONG CURB 10'O.C.MAX. CURB CURB RAMP,EITHE2UGHi-0N DARK,OR DARK-0NI.AX.AS DEFINED IN THE AMERICANS Project Ttle: FINISH GRADE;BITUMINOUS DETECTABLE WARNINGS AT MEDIAN ISLANDS m9TH DISaBIUTIEs ACCEssIgMn cuIDEUNEs(AA.A.A.G.SET.iioal. FINISH GRADE 6 1/21 RADIUS Henry Street OR LAWN,$EE PLAN$ 6 OIAITDETECTl-FVARNINGSWHERE rH=RE4ALL BE LESS THAN610 MIA OF BPACE 6' 1/4" — I ry gETWEEV THE DET=QTASLE 4'lARNING FIELCS R4°IDS Condominiums II AllJ 11il la :.sa,nTM SET :F,,.F,P a arra _ ,/\,/\✓\\,j\✓ v /—PAVEMENT CAST-IN-PLACE CONCRETE c,,'35,,, F \\ \ III T 1, I,,,II Nili- PAVEM — "! I I °og.:To 0o FINISH GRADE - " III ,,, 0 4000PSICA$THN-PLACE ,----� `j� �® /M A8� IIICONCRETE CURB°o,." a o0.`O,. CUE SEE CONCRETE - 08 +p Choo„ ___ ` ITco,11 X111-11 O \/i e d &��,jr �°' I I I' .ME I �'i�' III W�'"4l,6 7 e,III \/0,74: �{,O Oj'9j jjSRANDARDPROCTOR T095'/ �8j ,f ig BAOSEPNVSDOT$ECTL304, i,r,,,, NON-ELEVATED CROSSING i/i\g;.V® �O/ij%�\i?yam y^%C111111911111SIII IIIIII—III II NPE2 ` "\:'.1. �/1%\ III 1FT�Ir Oboo0000 od Y;y„y,�y�y�;y;� + 0000000000 SUBGRADE COMPACTED TO 6" 6" 6" e S - FULL CURB AT LAWN 90%STANDARD PRocroR FLUSH CURB IN PAVING 0 0 0 0 0 0 0 0 0 :�� \eF� (UNP 000000000 `" .,s, 4.)P MEI \a 0000 00 O CONCRETE CURB WA.L °'l 2 Scale:NTS4T(')/ DOME SPACING a p' Y Project Na.: 207TO7T DETECTABLE WARNINGS AT FLUSH SURFACES(BLENDED TRANSITIONS) Design: NICD DETECTABLE WARNING AT ISLANDS DETECTABLE WARNING AT CURB RAMP ADJACENT TO CURB RAMP Dra,00 MOP C,',. CMI Date: 12/11/2017 Scale: VARIES DETECTABLE TEXTURE WARNING DETAILS N.T.S. DeCrrPnn, Date, CONCRETE SIDEWALK 8,APRON TYPE 1 AT CONCRETE APRON SEE DETECTABLE WARNING STRIP(CITY OF SARATOGA) T Per City�nmme,ts D6/L8/�� NON-VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE CONCRETE SPECIFICATIONS 11 TRAFFIC AREAS TURF Scale:NTS TAPER CURB _ 6"CONCRETE 4"CONCRETE EXPOSED PEA CURB 4'CONCRETE E POE LOCAL (AS NECESSARY) �_ ,I,i. �� WASHED RIVER STONE,PROVIDE SAMPLE EXPANSION JOINT(TYP.) •,-,,,,f,.,,,:-:-:--- • � FLUSH CURB(WHERE APPLICABLE,SEE PLANS) FULLDEPTHOFPAVEMENT o •Oo 0 6"X6"#616 W.W.M.,2"CLR 4.411101 TRANSITION CURB "5 o VARIES,SEE PLANS ----1-71'') — BOTH SIDES [�j,(�IG 8"DEPTH GRANULAR SUBBASE le' ADJACENT TO AN/N:3-0"MIN.NP. FULL CURB o,awi;,y rit/e a 1-112"REVEAL COURSE N RAND SEC.304 TYPE ADJACENT TO SIDE\NALK'.5'TVP. su/ :11 `M�— STREET�� %%%% PRocioAR TED ro 96%siD. Site Details 17 sli............,11111111.11Kt SUBGRADE COMPACTED TO 90% MW STD.PROCTOR VVARPEDPAVEMENT AREA NOTES: Planning D ��JJ.. �7 (NP BOTH$IDES) 1. EXPANSION JOINT SPACING-SEE PLAN Planning Board#1/-080 2.EXPANSION SPACING-SEE.NOMINAL Approval o,awe„o No. 3. CROSS SLOPE-1/8”TO 14"PER FOOT(MAX SLOPE 2%TVP.) 4.MAX SLOPE ALONG LENGTH OF WELEVATION CONCRETE TRANSITIONALK SHOULD NOT EXCEED 1:12 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. L_5 O DROP CURB Scale:NTS O EXPOSED AGGREGATE CONCRETE PAVEMENT TRANSITION CURB Chairperson Scale:NTS O Scale:NTS Date Signed: ao n¢nx<¢gym-huNrclO,uh 10151 uu °Rp 2004-319 10 1a=^ Victor Sfa12\I Inc. �u(mll asrNcn-rnc H�o)n,-�vv �^^!^^"�a� INLET GRATE / v1B soL.NI°'J/wxw.dd°m°oev.� PCI OF 1 �®"i��'o'"°°"° NOTES: 7 r r j�7^I 11=1,11.,11 NEWS S NOTES: 1. ATA MINIMUM,THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH PRODUCT SPLCII ICA IONSm::maagm, OF 120 LBS.,AMINIMUM BURST STRENGTH OF 200 PSI,AND AMINIMUM RN.9/1/04 10„^u:t, TREE SHALL BEAR SAME RELATIONSHIP TO FINISH TRAPEZOIDAL TEAR STRENGTH OF 50 LBS.FILTER BAGS SHALL BE CAPABLE OF LA CLASSIC SERIES _ laal�,°a�, v ����, GRADE AS IN THE NURSERY. TheGROUP 2.3629 �m�a�o�me:gym^aka. fir!/t • THIN LEADERANCHES&FOLIAGE AS DIRECTED WHILE TRAPPING ALL PARTICLES NOT PASSING ANO.40 SIEVE. C-138 I I f =n^k a m min r t1 4'54 v RETAINING NORMAL SHAPE OF TREE.NEVER CUT A 2.INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACHLandscape Architecture Engineering P.C. `4C � f 01P@M n*,�//ys' LEADER. STEEL FRAME FOR BAG RUNOFF EVENT.BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN Standard 6 Foot length I I naA �t�r\\s /fir%//y REMOVAL FROM INLETFS T pre.Prrpma.PGue. us,,,,,,,,fl7J �RECYCIEp - 1 TREE SHALL BE PLUMB&STRAIGHT. HALF FULL OR WHEN ELOVV CAPACITY HAS BEEN REDUCED SO'BSA S TO CAUSE 2nd Site S tems his =�� /�n� • __ us vmm,7s,ro.w1 CN C1IgV _-,�1 �� `ir..-?'` — FLOODING OR BYPASSING THE INLET.DAMAGED OR CLOGGED BAGS SHALL BE 40 Lang Alley p:518-587-8100 Far your canv¢ni¢nce ood¢caoany Ih'a -,„..----'...,...1. 1 742 ATTACH 118"GALL.STEEL CABLE TO STAKE. FRONT 6/EI✓ 2nd SITE _ � ` rrf NOTCH STAKE TO RECEIVE ABLE.ENCASE REPLACED.ASUPPLY SHALL BE MAINTAINED ONSITE FOR REPLACEMENT OF Saratoga Springs �51a-587-0180 bench is shipped„My uoosremhled / �- w� �, BAGS.ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE NY 12866 www.thelegraucom ® / f(1 WIRE AROUND TRUNK IN REINFORCED RUBBER° au mhnmla creponeN.o,s sled smF 2.2989 SYSTEMS 1 � �� INSPECTION,DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED r � `1 HOSE ABOVE FIRST BRANCH.SECURE ALL hlosleq elmN,masph"Ihed preheolN ccnler-to-n"In d1slGnsm dEIRIL \`11�/�� s.- BAGS ACCORDING TO THE PLAN NOTES. °"ddedr°sl°1�cmlyp°rKr-m°lea _,c,,N'd,„ ,,,,,,R/fd✓ El ` ' .:i.,..4,: ENDS OFCABLEWITHGALV.CLAMPS. -\, unaumorszea aheracson oraddl>_ionmmrs wish lGYC p°1yP91a oo'^da mal'n9s All Nrcfcol'oreoe (Vo'I' I'q ' . f 4"GALV.TURNBUCKLE EA.CABLE documenav'ol 15ec1ionr209 otihe vpwrl to m"nge. from!,..2 ff lar f I'9) I tea^b cmN�a lm r�! M NE'r,k are Ed L w. i d,r t, 1=F PfR.5/706f PI°°so so"11°d°y `u 3"0X 8'STAKES,3 PER TREE.STAKES TO BE - 1Ia ti t 1ad11 Z}Id=I odd[onol suopal o~ - THE SAME HEIGHT,DRIVEN IN ON AN SLIGHT S f t 118)8-,.7 au a' smle°1a MoLL � IDE OF ROOT BALL 1 ° c,h LA Group lair (°nn n°g sl°L D LO\US TRUNKS TOA JI��m s r S�IPEIb oSLO?E\It SOPENEATLYRAPALL DECIDUO VEST BRANCH(FALL °°°°°°`"� I ANGLE.STAKESTO BE OUTS1,�o PLANTING ONLY) f� L., L.,�� �� RAD �GRApg� FINISHED GRADE e / Robert Bucher 05 r M1m`1e`\\ I-s/15'of°mete, In II II - II-8311 18 Com uter Drive East 61114111J rt" IP }, whm"M1°reed Ilrllr-11 till 1 iiL l i-�I P v s 111 \ Vo1 �e 3"DEPTH MULCH;PULL AWAY FROM TRUNK NOTE: Suite 103 M1eIN J I1ill IF ROOT BALL IS LESS THAN 2' Homey,nc) _ u I' TIE AMENDED PLANTING MIX,COMPACTED J II DIA.,CAREFULLY REMOVE tui:',Albany,NY 122r 6 re f,1/8- BB "-�,'EII T_EIII III III=i.I IEIIE BURLAP COMPLETELY.IF ITIS orcha dolls 'll'r Hol recommender la me"le onma mtls unl0 4 ISI IIIWIII�I_-_ CUT ROPE SURROUNDING BOTTOM OF TREE ��� E - MORE THAN 2'PULL BURLAP 1�' heom a rn pence.wl vem,sonley.me prod. 1'""M1U 9�°de rTPr911 aa74 = TRUNK AFTER BACKFILLING BUT BEFORE 'nucllle Irm mslings mme wU must De pemGneolly GR d 1°IM1e ground C°nsull Wda SIo,Hey lnc. 2A^ MULCHING. OFF TOP THIRD OF ROOT BALL. c a IO re°,w"n°nty agoinsl mmN°ge' pr lonl miles r°r,egunfi°ns' N1lAnle Runnel NATNE SOIL DRAINAGE MOUND,COMPACTED OP 0 61 VICTOR STANLEY BENCH UNNDIISTURBED SUBGRADE ISOMETRIC VIEW INSTALLATION DETAIL Scale:NTS 4 3/4"ROD DECIDUOUS TREE PLANTING INLET PROTECTION-FINISHED PAVED AREA 2"X 1"'C'CHANNEL O scale:NTS O Scale:NTS TREE GRATE.BY IRONGMITH,AS � r SPECIFIED. -I ALUMINUM POST CAP j1 3"SQUARE TUBE I1IlI4 TREECRArE.ev 1-3I4X1-314"T" 2�11S1 11S I�I�" IRONSMITH,AS SPECIFIED. STEEL ANGLE utJUU UUU UUtJu W 00000000000��E. 2"X1"'C'CHANNEL\ ,a O o ""1 ig_OED saN sruD IM Ii . rte'"4w�, 3"DEEP MULCH WELDED TO FRAME o ISOMETRIC 112"X 4"X12"FLAT >a," , ' REFER TO DETAIL XIXX FOR EDGE CONDITIONSll—ll M00000000000 NOTES. ���nl,n,'mo=_-___ III o oV 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S -jjjjjjjjjjjjp°n nn°°°11111 Il''DuT o -�I I I m,,, mn„,u'vn,mm n n I III III III III III SPECIFICATIONS. Jll` f/ „��SIL BURLAPCOMPLETELYII II O�OOO�� 11 hi 11 DO NOT SCALE DRA4VING5. _I CONSULTANT TO SELECT COLOR(FINISH),SEE MANUFACTURER'S SPECIFICATIONS. ( 6•(AIN. 4.SEE SITE PLAN FOR LOCATION OR CONSULT N/THOUT NOTICE. - AMENDED BACKFILL 5.SITE FURNISHING IS POWDER COATED WITH TG IC POLYESTER. f) SCARIFY SUBSOIL TO MIN. 6.STEEL SURFACE PREP INCLUDES MECHANICAL AND CHEMICAL ETCHING v i • FOLLOWED WITH AN IRON PHOSPHATE COATING TO IMPROVE ADHESION AND 4"DEPTH �— 1'x 1"x i l4"THICK GRINDING PADS FOR CORROSION RESISTANC LEVELING-TVP.4 OR MORE PLACES. OBIKE BRACK O SHRUB PLANTING O TREE GRATE ScaSTERNBERG ORNAMENTAL FIXTURE- at Scale:NTS Scala:NTS SCHEDULE SEE NOTES FOR OA MODEL A8500111T 53 WATT LED TEXT LETTER APPROX.SRE M.U.T.C.D. (53ARC22J 2200K COLOR TEMPERATURE SIZE TYPE OF SIGN NO. SPECIFICATIONS v ie�r rale: SEALED LED/OPTICAL ASSEMBLY A ® SEE 30'530" R1-1C CONCRETE � IA.LLT.C.D. 6.25 S.F. Henry Street I LED DRIVER W/ELECTRICAL 8'MIN. N/45HOUT SIGN QUICK-DISCONNECT 3"HEAVY WALL 1 7 Condominiums (CONCRETE SEE 12"x18" R7-8 a CAST ALUMINUM FITTER WELDED TO WASHOUT e M.U.T.C.D. 3.00 S.F. POLE TOPVJ/PHOTOCELL) STAPLES(2 PER BALE) ( WOOD OR METAL 0 0 0 0 t 0 STRAN/BALE STAKES(2 PER BALE) 128 Henry Street \ e e 10 MIL PLASTIC GALVANIZED POST 8, = SaratoJa SPrinJ5,NY 12866 LINING _ W BREAKAWAY HARDWARE C "w:Au4 4" 12'X18" P-1-1 4"DIA.FLUTED ALUMINUM POLE- •'r ��- 7 APPROVED BY CITY STERNBERG MODEL N0.4210-FP VERDE o o -�V ti -�- TRAFFIC DEPARTMENT =GREEN FINISH.0.125"WALL THICKNESS MIM( -MTM } NOTE:OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. -116 STRUCTURAL GRADE ALUMINUM _ rn POLE WELDED FOR SINGLE UNIT o 0 1 NOTES: _ NOTE ` 1. 4LL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST 10 MIL PLASTIC ,Li BASE POST DRIVEN INTO CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC MOGUL SOCKET TYPE e GROUND(CONCRETE LINING\ 1. WASHOUT AREA SHALL BE SIZED BY THE �� SHALL NOT BE USED) CONTROL DEVICES AND THE NVSDOT STANDARD SHEETS AND o �STRATA/BALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR INTD GROUND CONCRETE CLEANOUT. ELEVATION TO FINAL PLANNING BOARD APPROVAL.PHYSICAL LIMITATIONS NOTE:INSTALLATION OF LIGHTS SHALL 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL BE COORDINATED WITH THE CITY FEET AT THE BOTTOM AND 2 FEET DEEP. CONSTRUCTION METHODS R DETERMINED IN THE FIELD. DEPARTMENT OF PUBLIC WORKS 2. POST TYPE,SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS Project Na.: 2017017 O CONCRETE WASHOUT MANUFACTURED BY3MORAPPROVEDEQUAL ANDSHALL MEET Design: MCB DECORATIVE BASE G THE LATEST RETROREFLECTIVITY REQUIREMENTS. Drag:,, pncs Cn', rmi ACCESS DOOR WITH STAINLESS STEEL NOTE U Scale.NTS 4 SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT Dale 12/11/2017 scale: vARIEs ALLEN HEAD SCREWS 1.INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY OF WAY SHALL BE REVIEWED AND APPROVED BY THE ELECTRICIAN AND DEPARTMENT OF PUBLIC N/ORKS. SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. Rev: Description: Dale: 3'4"CHAMFER,TYP. O SGNAGE 1 Per Ciry Comments 06/18/19 �, 2.THE OWNER(,EVELOPER IS RESPONSIBLE FOR ELECTRIFY IN THE SYSTEM AND 2 Per Ciry comme,Ls oa/o1/19 PAVING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BV THE CITY OF ZINGPLATED ANCHOR BOLT ASSEMBLY SARATOGA SPRINGS. Sce:INT, m PER MANUFACTURER'S RECOMMENDATION 3.ELECTRIC SERVICE:SWEEPS AT CONCRETE BASES AND BETWEENBASES USE a� Pr- /4 SCHEDULE 40 PVC.NON-METALLIC CONDUIT,UNLESS UNDER DRIVEWAYS �� ,U� ��,U�' WHERE SCHEDULE 80 PVC IS REQUIRED.FOR WIRE'.THHN COPPER STRANDED q NUMBER 6 COLORED RED,WHITE,AND GREEN.LIGHTS ARE WIRED 120 VOLTS. ti/A" �' i 2"RIGID STEEL CONDUIT OR 2"PVC PROVIDE,,SEPARATE HANDHOLE.SYNERTECH SYN121212HH02,TO BE OWNED BY l SCHEDULE 80 AS PER D.P.W. THE CITU FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX c }Aim,H /2Hil � AT THE BEGINNING OF SERVICE.PROVIDE AND INSTALL(1)5/S INCH COPPER D�wlny Ti Ne :I,/ GROUND ROD IN HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO POSE OR T� -' 4,000 PSI CONCRETE BASE W/SONOTUBE BOX PER NATIONAL GREID'S STANDARDS.IN CONNECTING ONLY ONE LIGHT ,� a a a Ups �� FIBER FORM 20"DIA. PROVIDE WATERTIGHT FUSEHOLDER.FERRAZ SHAWMUT FEB-21-211P SOOV WITHS } �e° I AMP FUSE WITH INSULATOR BOOTS PART FTZ FBI IN HANDHOLE FOR FUSING THE Site De La I I s o 0 0 '"���'� POWER WIRE IN CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN Y; SUBGRADE-UNDISTURBED OR '8' "°""� . COMPACTED TO 90%STANDARD WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE Planning D -{{ �7 Q PROCTOR HOLDERS.BUBSMAN HEB-AA FUSEHOLDER WITH S AMP FUSE,IN BASE OF EACH r�lning Board TT /.080 LAMP.RUN 412 THHN COPPER(RED,WHITE,AND GREEN)FROM BASE TO TOP OF ���� i S SLIGHTS.THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING T"�l FENDER WASHERS,2INCH OD 1/2 INCH ID AND 118 INCH THICKNESS,AND LOCK Approval o,-awi„q rvo. 20” WASHERS. Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. L_6 Cr) HISTORIC LIGHT POST Chairpeson scale:NTS Date Signed: A 280 280 NOTES: The LA GROUP p I 1.MINIMUM STONE 512E SHALL BE IIM STONE,INSTALLED Landscape Architecture&Engineering P.C. °� o°� o OVER FILTER FABRIC TOAMINIMUM DE WAY TRAFFIC, P jle.Prrpors.PGue. moo'.. Lo- o o 2.MINIMUMWIDTHSHALLBE12'FORNEWAYTRAF FIC24' o �`�0 6 00_0 oc� o o �Qo o��oo FOR N70 VVAV TRAFFIC.MINIMUM LENGTH SHALL 8E 50'. 40 Lang Alley 1:,11. :518-587-8100 a °o-'o o''''-',:'=-'2,°,101° 0 3.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD EXISTING _ Saratoga Springs f 518-587-OI80 ° ' o°` -,--1'---:z., `'oo l CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH GROUN=� i NY 12866 www.thelagraup.com a$°°o o�o co o ACCESS.IF IMPRACTICAL,A PAOUNTABLE DIVERSION BERM }/ o°o c4`,„ o°�° 8&0 0 o PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE ' >°`�°°�°o� ° ° o°�°� PERMITTED. PROVIDE INSULATIONIN ALL unar�rhor�aea ahemrlen oradd�t�on comp: ° °o`h'o. °®cb �° :a 4.ACCESSSHALL BE MAINTAINED IN A CONDITION WHICH LOCATIONS WHERE WATER PIPEdocument lsaviolationatsectian T209ofthe 8 o --- New York S-are Eduetionta. WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO DEPTH 11 LESS THAN 5 FEET \ �o°o`er 8 0 °m°o° Q \ 6"SANITARY `b° °I'''.':Vi�`��• `��'0 0 o PUBLIC RGHTS-OF-WAV,ALL SEDIMENT SPILLED,DROPPED, EXISTING 8"DIP WATER ,,,,\,, VVV SEWER LATERAL � EXISTING WATER MAIN PER 1 WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MAIN,CONTRACTOR TO g CITY STAFF,CONTRACTOR TO c the LA Group 2arT EDGE OF SHALL BE REMOVED IMMEDIATLY. EXISTING 12" N CONFIRM SIZE,DEPTH,AND PAVEMENT 5.ALL VEHICLE N/ASHING SHALL BE DONE IN A STONE CONFIRM DEPTH PRIOR TO HDPE STORM LOCATION PRIOR TO 111111 STABILIZED AREA WHICH DRAINS INTO AN APPROVED INSTALLATION vrroaicd Wr II,, 50'-P'OR GREATER SEDIMENT TRAPPING DEVICE. INSTALLATION q 6.INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO 270 -ez 270 Robert Bucher 6'Z' IdIN.0150 MI:(TURE OF NYSDOT No.&Na.4 STONE MATERIAL SPECIFICATIONS AND STORIAW4TER POLLUTION 8"DIP OVER''AGGREGATE BASE COURSE,GEOTEliTI FARIC.AND PREVENTION PLAN. I'�I WATERMAIN 18 Computer Drive East COMPACTED SUBGRADE.SEE SPECIFICATIONS 8"INSERTION VALVE Suite 103 a"xa"TEE _ Albany,NY 12205 STABILIZED CONSTRUCTION ENTRANCE 8,,GATEVALVE °° 8"X6"TEE 0 Scale:NTS \-42..._ �8"SANITARY BLANKET EDGES STARTING AT TOP INSTALL BEGINNING OF ROLL SE NER OVERLAPPED(MIN.) OF SLOPE,ROLL IN 6"X 6"ANCHOR TRENCH, 265 265 AND STAPLED BLANKETS IN STAPLE,BACKFILL,AND DIRECTION OF COMPACT SOIL WATER FLOW Allk � � N N n lirio 0+50 .00 1+50 :.::TT:TT:TT::....:..:jtje ,z, ,,c,<k9, WATER MAIN PROFILE MI 411W � j�l� O Scale:Horizontal ,Venial A280 280 OVERLAP BLANKET ENDS 6"(MIN.)WITH THE SMH#1 UPSLOPE BLANKET OVERLAYING THE DOWNSLOPE1111 IS:ME 75.25 I BLANKET(SHINGLE STYLE).STAPLE SECURELY. EXISTING INV OUT:267.36 8"PVC GROUND liii E8"SMC -- _- , '== 6"DIPliii == •LINE-- 270 TO MAINTAIN DIRECT CONTACT WITH SOIL.DO NOT STRETCH BLANKET. I =__ IIIII_I I__ M=EROSION CONTROL MATTING = HenryStreetm- SERVICE 265 SAWCUT XIT.PVMT.IN TRUE INE.KEY PVMT.AS SHOWN. TACK COAT EXPOSED EDGES OF XIST.PVMT.PRIOR TO 12" PLACEMENT OF NEW PAVEMENT MIN. KEv N 128 Henry Street LAWN RESTORATION O PVMT.RESTORATION JT. EXISTING ASPHALT CONCRETE PAVEMENT TOPSOIL&SEED r r N Saratoga Springs,NY 12866 6. AS SPECIF NEW PVMT.SEE DEAIL lil_IIIII,Ill�llillll.,III�II���I II II II II II 1.:::.: I II'Ti, II��li NEM/PAVEMENT SUBBASE MATERIAL: 0+00 0+50 1+00 1+50 �Yh REFERTONEWASPHALTCONCRETE �/pQ n p PAVEMENT DETAIL 1 a "),,,f,a��b O SEWER MAIN PROFILE 11.9. TRENCH WALL SLOPES SHALL CONFORM G 11= c � TO O.S.H.A.REGULATIONS,NP. J Scale Horizontal 1"=30,Vertical 1"=3' =1Ls�+ 1w110,_11 B RED DENT F AT N WARNING TAPE U I I IC 10 I G m� mo —1111 Ln LL K III=1' AS SPECIFIED 1"c721' m /-_ 00 FINAL TRENCH BACKFILL =v o III_ (SEE NOTE BELOW) - -IIID L 0 III illy;,rno o ll project Na.: zonon ;,, u L BIW II- PIPE ZONE BACKFILL - f RouND D sgn: MCB ' HI STONE D RNER D aen'. MCB Chk'tl' CMI _i 4 0 $�II IF D to iznE/on Ie: vARIEs o LO- IIII 1 "",L'u�uLy64 1,le Rev. DA,cr prone Date. z1 PIPE ZONE BEDDING MATERIAL YVATERPROOF MEMBRANEGte o NABRIC MIR AFI IL, T0EN 1 PerCry Comments 06/18/19 11X111—III111--III 111 Ti (TUFFN-DRI(-SWI,EMBN-DR OVERLAP MIN.12" 2 Per Cary Comments 08/16/19 L AT PIPE D.D.+24" ORNTUFFNI DRI BASRIE3BOARD) n1��ao oo oo°a 6°�g� MIN. TO EXTEND To eoTroM OF -4jO�o� gbg6'ooa;.�L°.V BUILD NO FDOTINO Q 7°pyo,4 O�''''..� 4"PERFORATED �°i �`2� �gng `°�' UNDERDRAIN NOTES: 6O�a�Oco°Oo; 1)FINAL TRENCH BACKFILL �o��a0• ' ITEM DEPTH MATERIAL NYSDOT METHOD OF #2 CRUSHED STONE TYPE PLACEMENT a)IN NON-PAVED AREAS,FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED D,awi;,y rit/e PIPE ZONE BEDDING B'MIN. ANGULAR 1&2 MECHANICAL SUITABLE BY THE ENGINEER OF RECORD;OTHERWISE IT SHALL BE STRUCTURAL FILL MIN.MOD. Storm Details Q� CRUSHED STONE COMPACTION PROCTOR DENSITY SHALL BE 90 PERCENT. l CX PIPE ZONE BACKFILL ,,,,,,,,,,,A:,,,. CLEAN SAND OR 182 MECHANICAL b)IN PAVED AREAS,FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL,MIN.MODIFIED PROCTOR Utility Profiles CRUSHED STONE COMPACTION DENSITYSHALL BE9PERCENT. FINAL TRENCH BACKFILL VARIES SEE NOTE SEENOTE CMOCMHPACOALN COMHLPLMAPACIXIEEMOOCTMPSDAACNTTGDAIPCIOOLF BLTABHCEEKDEFDIGNAAENEDRAACLKFTRNCAHTBCALSLHSLBLEMCHAACNEIDCIANLY O STONE TRENCH Planning Board#17.080 Scale:NTS Approval D,-awi,,No. 3)EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES DURING TRENCHING OPERATIONS. a ALL PAVEMENT SAWCUTS SHALL BE IN SOUND EXISTING PAVEMENT ACCEPTABLE TO THE ENGINEER. Approved under authority Of a resolution adopted by the Planning Board of the City of Saratoga Springs. L-7 OTYPICAL PIPE TRENCH Chairperson 3 3.1e:NTS Date Signed: / .(.' #30 ROOFING FELT F, Al ,, `,s.15' '''',.` GRADE THRUST BLOCK y ,, • 'svEA,Tv 'FAZ'EDF.'AiN) The LA GROUP kiiiii# ,,, /2,2,2,,2,,, ;:' CAST IRON MANHOLE FRAME AND COVER CAMBELL#1016 OR EQUAL,TOP SURFACE Lands.,,,,M....e.Engineerin,C. 4-' CONCRETE THRUST ,/, d,d1'11 BLOCK SCHEUDULE CHECKERED AND LABELED"CITY OF SARATOGA SPRINGS SANITARY SEWER" =onggeASP7ngs 1:.;Zi::77:011C8g t(9184 '''' '''''',,,, .11P,,,,' 4,000 PSI ' WITH LIFTING NOTCHES 4ND VENT HOLES '''1,Pr' ‘,\..,>„„ ,. \,,,, UNDISTURBED SOIL FINISHED GRADE ss,, l',SARRAEL?_=C(F=ND)IV:ITTUDI NAL SLOPE OF PAVEMENT AND FLUSH TO 1/4" ? SECTION A-A ''''.:a'" g ritt,•,,,,,,,:,0,\ MIN.TO 20"MAX.NO CONCRETE BRICK P',GF.'17S'EDPTRCECWA'S'T'UTNTI4 %(:<TIEEN;SION(S) isA:, ,,,, EMI.,/,‘\s0s s/‘0A SHIM COURSES c the LA Group 20, AF,,,, A z-- A:, • - 1 •\':,'\//;:/,'\//,///zi .,0__,,\ , ito,, EnCocNEENT RIC•g ,\-\.,. \,,z.„ A-,; Robert Bucher * 4 , SECTION 7 \// //<// /, Zff8'P'.SC,F/rEEN%l'Is'l IX- 1,8LLDrinop,uter Drive East Z,\ \,,, a g 111,V,V . 114,11,/, '/'/// , Albany,NY 12205 VWA V 1111 's\\\\\ p<.4 (TATES,:UETYL SEALED-INDUSTRY STD. NOTE:RETAINING GLANDS ACCEPTABLE . >%> • N (,„,,\ BOOT TYPE FLEXIBLE MEMBRANE FOR USE AS APPROVED BY CITY NOTES: ENGINEER. RISER 0 \\\' —\-- SECTION ,,,//s,, V' r- ' 111-0E.ECV-92F3°,1511POPPEDRU/IENEJSAIZIrEC. NOTES: 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L 6. RAntRI:EsAgNiEV:\FRTNAGSgrVcre D;12,I000 is s i /\,,,X0 h.,2,,,,,,,ri 4,0”.MIN.".11 AND D,SEE SCHEDULE BELOW.VALUES OF L CIRCUMFERENTIAL REINFORCEMENT D.12 AND D OTHER THAN THOSE SHOWN IN THE WITH A SAFETY FACTOR OF 1.7.PRESSURE OF 1.A.IFI,AM4iNcH,C,,IrtSZIPLL,Fg.rD IN ANY '//*.°—'' SQ.IN.PER L.F.MIN. TABLE MAY BE USED PROVIDED THEY YIELD A FLUID FLOW IS BASED ON A 300'HEAD. AASHTO HS20-44 WHEEL LOADING \A•':':': II I BEARING AREA EQUAL TO OR LARGER THAN THAT 7. IN MUCK,PEAT OR RECENTLY PLACED FILL ALL REQUIREMENTS. ,,,,:. /s0/\,,/,:,,,„, 110,, IN tZTP,S=RT,_:BENCHWALL FOR REQUIRED. THRUST SHALL BE RESISTED BY PILES OR TIE =irg'BrZ=AANSYNT/IENTO RODS TO SOLID FOUNDATIONS,OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND INTERFERE WITH REMOVING OR INSTALLING 1,'N 181'YM-2TRgIrSHT BT'F=TrS',FAtTITEEXI RE D BS2TOMN ;;/ n „ ANY OF THE JOINTING HARDWARE. 4. Z,TRg'M AA rNESAI!AFR%RE TREITHUASNT1r;AK.ST,TBRE BY THE ENGINEER. ' \/\\„\'. " ' 5. AArPFRtIVA%fUEkrtFTC1NCRETE THRUST REQUIRED BEARING AREAS 8,DIMENSIONS FOR CONCRETE THRUST BLOCKS ''''''>'>\Z> ''''''''c''''''.4,,',';''',V9°°"'''''''''''7/ /' uNDIT"EpoSuuNBDG=TRoNE A.0 a E V±=La ON+1.D.,-1.D. TEE 90,1 A)BEND 45,1M)BEND Eg'0"6) '11E-j(1.) INHERE: Zt AREA DIMENSION.,'TA DIMENSION.,rEA DIMENSION.,MEA DIMENSIONS nEA DIMENSIONS I::I=HEONF 11,3)1K'I'1,1REDESET INCHES l'''. D x L -r. D x L 'R. D, FT. D x L FT. D,,L 111==1),L 171 OFF BBILOCCIK 1;‘,11 FFEEEETT 4 1A 1,x1,2.0 1..2,1.1 1,x1, .6 ,x1, 03 0,x1.0 (11) SANITARY MANHOLE Scale:NTS I.D.=INSIDE DIAMETER OF PIPE IN FEET 6 3,1,x2,4, 2.0x2,2A 1,x2.0 1,1.0x1, 0.6 0,x1.5 INSIDE FACE OF MANHOLE 8 5,2.0x3.0 8.0 2.0x4.0 43 2,x2, 2,1,x1, 1.1 1,x1.5 ALUMINUM ALLOY HOLDING BOOT II FALSESX:ALBEI2TZERNEIED HOITEAL 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X2.5 1.7 1.0 x 2.0 MORTAR AFTER INSTALLATION STAINLESS STEEL E1AND CLAMP END CAP FOR FUTURE CONNECTION 2"PROJECTIsCi1pNEINsITXATE O THRUST BLOCK ADAPTER FITTING IF REM izr„,LINE,R.O.W.OR EASEMENT AainIL_ warm m Scale,NTS 45°OR 30°BEND AS REQ'D 2"X 4"PRESSURE TREATED STAKE 60,NE 1' PREFERRED AS FAR.POSSIBLE PREFERRED 4. 4 IC AIM=rA1=11110 I INVERT. , — -„- 8"SEWER MAIN TOP OF BASE SLAB .. IIXF- 2,6"MIN. R — PREF'gRED PAOTBLSEE rgl:FiLt/BING=ETIRIL7FTERDE"T1'01AT N BUILDING SEWER LATERAL 6"MIN. MIN.SDR 26 PVC LATERAL ON PRIVATE PROPERTY-MIN.SCH.40 PVC , ''.S'-,'''' I',4 S U P l''R'RCAE,TNT°T,G,y,AR,I,SOTE,AN-ri U2E3a,E4 A h is,n,,kvA,. 1 —FLUSH MORE THAN TWO HYDRANTS AT ANY 3'.0.MAX. GIVEN TIME. P REBCAASYSCETFICOnNET E H. V/ITH SEWER SERVICE CONNECTION-PLAN ,‘q 8,7;ABKorrGoErAVNT,Pi Ai Fit; 111,0 g `,',,,', 1 !`,=EEsr\siLT,N,DR ALL HyDRANTS AND VALVES SHALL ,:;''-:,'; I TURF ARE. .REN RIGHT. ABOVE F.G.ANDABAn= III..., , CURB ED FINISHED GRADE Henry Street FINISH — ..rmil 11 PAINT SCHEDULE. ...`,''.....,...) aVF F.E1:-kcovERs ,`,)4V,_°F ' ,--,——. . 8" GREEN FOREST YELLOW 'g§g VALVE BOX fi 6"M.J.GATE `:-`, 2WE'NnrGTHT YELLOW VALVE ..,9 i,.. ORANGE YELLOW +8 4M11=11=11W PAM.... \ - UND STUR S G D I:iLpUE:I BB EA:BNEIIDI LJ)AROsuEF BRTL ERA;TR EDL S T A K E"T sis) oCONNECTION TO EXISTING MANHOLE Condominiums 152a ra 1-t-loegnar'S'prgts,N Y 12866 LYETHYLENE OR ,;),Z,,...., (TELEEASTC,Cg (SARATOGA „,``' 20" BLACK YELLOW ' /\ '7,,0 ' LETTERING ON COVER:"SEWER" ., 'BUILDING PAPER a,- 3/4"TIE-ROD FOR . STD.- , 24" YELLOW YELLOW - MUELLER o CRUSHED STONE THRUST RESTRAINT(ONE ii A.., . .N '\*/,,,\./,,A FERROUS METAL CLEANOUT CAP 10" r FA IR IESAESTN=REA AZ PCOVEEDIR EACH SIDE)OR RETAINER_ SIZE 1 4ND 1A 1111111111s GLAND A.O.B.E. .6 . AREk=uGT=0=z 411111; W=1,(0)111k ® SANITARY SERVICE LITHIITHITHITilmil T_Tilrallt ,..,„4,, , /.,N.,,,\--: 'fil/'''''''''/ s H p,1 ll pll , Rops A,HsED, sc,,,,,,s.,, BEDDING,PIPE ZONE TIE ROD M.J. CONCRETE THRU T I 11— IMO MIO TRENBEIT-LAITLYREg ,gHORING BLOCK,3,000 PSI,TYP. .,..,.... „Ito., isiA,FA,:rATA,,,,i)E&COVER(USE 2"-±PIPE PROJECTION ® FIRE HYDRANT B.-1 FINTO MH,TYP. n PIPE —WASH 2",PER FOOT '1 A M ESTETER Fa EURP ETOUG'DilT. lit44 0* ' . Scale:NTS 40 t31*. Project No., "Ti'C78 A AC-111 +A ilk A ,_i____I CHANNEL DEPTH 1611M. IICEI:1'1' cRus,E,sToNE 41.4„,\40*.,,, 1/8 LONG SWEEP BEND o„,„. /—FINISHED GRADE t.A11===l1W./11,01M 1 iMMI 4{414.1441 W ,‘4,....i sAwFD HALF pipE ,,::0)1nslIg-1,.E4ENCHINALL ,0,1fr r,kterar'P.. 4.BUILDING WASTE LINE (jFiEFFEERENCE-"TEN STATE STANDARDS'', WHEN INSTALLED PARALLEL,ALL WATER AND SEWER 4141.1,01'. FORM SMOOTH CURVE SECTI'B B ittiteVr. LINES SHALL HAVE A MINIMUN SEPARATION OF 10'EDGE B-.--I gli * Ill In -0, , ,FULL LENGTH OF PIPE CENTERED ON SEN/ER LINE t E MAINTAINED WATER IM'AIENDSGHE/Ferl 1=TNETRBE NG H OR 0 N AN 11.**ittg.K' , UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, ONE,AY INVERT MULTIPLE INVERT -\—'MIIM WITH BO,OM OF WATER MAIN 18"MINIMUM ABOVE TOP PLAN 4 OF SEWER PIPE.WHEN CROSSING,MAINS SHALL BE INSTALLED TO INSURE 18.MINIMUM VERTICAL 'OLFIGD=EENP4ISZ E F"T'ACHSM ..... ' ,..k— ,E,VATTEnNE SEPARATION BETWEEN PIPES,OUTSIDE TO OUTSIDE. PIPES ""PERAFo=PI ,,,,1010M1. INVERT IN ® SANITARY CLEANOUT WHERE WATER MAIN IS UNDERNEATH SEWER, Scale:NTS iip, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOF2 THE SEWER TO PREVENT DAMAGE TO WATER MAIN. •=1:. M• MI"r!. I 0.10,MIN.,TO 2,61MAX., Utility Details WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE INVERT OUT MINIMUMS,THE SEWER SHALL BE DESIGNED AND SEE NOTE 11 11 NEW SSEAEN%TREY SEWER I=LFJ:TTEEDSTE=TAU11ARTEUPERTVEDITSNHEASIt BE STANDARD INVERT SMOOTH DROP INVERT FILLET Planning Board#17.080 PRIOR TO BACKFILLING. SECTION A-A Approval ® UTILITY CROSSING ® MANHOLE BENCHWALL Scale:NTS Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. 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