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20190084 Regatta View Phase 3 Revised Plans 8-6-19 „..,.....,,...,,........_.... 4 I IP isa 7 ......,,, ,, ,,-, PROPOSED RESIDENTIAL COMMUNITY: i: LT,TwN illik1111.4•01011.17::::1.1b 7171)! ",0: ,,,, .,.,..0: REGATTA VIEW - AREA B ii ,„ 1, I I ../4 .. / . / / , PHASE 3 ..,,,..„..-„,,.„ 0,:,',1.N, Nf1/tAft 01 E 2 Z P. ...___. , APPLICANT: -0 REGATTA VIEW, LLC . . 5 3 t2 CO 8 LLi SITE LOCATION MAP SITE LOCATION MAP LOCATED IN THE CITY OF SARATOGA SPRINGS SCALE: AT THE INTERSECTION OF REGATTA VIEW AND ROUTE 9P OCTOBER 12,2018 0< WI— < 0< z LO° N.Y S.DEPARTMENT OF CELTC— CONDITIONS OF APPROVAL: SITE STATISTICS DEVELOPMENT PARAMETERS LU 2 cl REGATTA VIEW P.D.D. DEFINITIONS: „,,,,,, •VjaAT.4,PZEr.5(rT,C,ELAwirw SrOAR'L,g.,,r,74D,g,,,ATT'gr=(F,,,T5,17 RE'''''N'''''"B"'TTED' Ep"AIR:E7A7EANI” ::::.CT..„ 1 j2, 6.79±ACRES BUILDING: •r,'A;',C,firiFE:EA,L:LEA(EA':,7;,AFEF,S'N'O'F VE'AP'P'RO'VrPLAANTS'AN7Z'AMIE',7±`Zirrpfrr „op„E„sE Evr-,F.,,,,,az,,Frafr5:,,,:, ;121;1/01,,,LNI,,A„1,,,1,11,_,YGsRESIDENTIAL 'MU'(RART"ALL WILL S"ARATE EACH"'DI'IN'THE TWD'UNITS. IRNEIREGNIDDLEADSTSOHIA3LELCMOEVENRE"DANWgC1HRWA'1'1:1E1I,NCALIIIIINDGENOIRIRRA=GPDLNASII,ITTS "A FRAMEWD" FEET:NAT#45,18.7. .TEFAYFF",',PNA,FiaF/a'f-',a7NFF,/:(PF'Ai',i'Sw„:'A'jc'ipE,,E°"FA°H^E'AAEo'vFp:^'A'F.g'r- r\4j1C‘111-'11\!Lii NI'MFC1:11:gi'jlEDPDE'SLEGDAD GARAGES 4 ' UNIT: ::?:NA',Ej LN TiElSrAARTAIS-ITIN:4i EZ-Aj YN ii IINI:TE,HNI,.,',i'c S ILIr:Fiji Li°IN.•S H AL L H A VE A C C...'P A R T' IN)C(SEER,DiEF:221°ASUNFOIT'irIUAN'SIDYIIEIERN:'8 IC_lEilEPC SFE'RgSTaUNCSTGiEEN°SANliARINIIIFIFN THEP N D ER •rZ,ZT,V4A,jL.rtFM-Arr,Ftr,V,,,e,,UZ'AV:rrarrhZ L'AV-Vcr7XVT,,,,rAg,,n,,,,s. UTILITZ„„ovisioNs CI,OF SARATOGA SPRINGS EE:,::::;:..,:Z:: RES,,,,,r,if,i;LF,F,:inj 'jg or.U,E4 rgrsgjg;OR=gFDESCRXARL,'RaWnrCTEERDA•° V,igtiZATriF:,,O=C,TsSioNs Sjie,,SDsVE •EAg'FI,CFLIZLZIEOSIFE;SGHAARLA-GAVE A MINIMU '4"".FT.AND INCLU"AN suNRoom sHALL NE„,Room wiTH LA„E wiNDows ThAT mAy coNTA,N A GLAss Roo, .i ffill7Rili NEE KriA'OYEIFT'AFTL'H'EPAAF'A'B'ET,I,RaL'A'HEDOR'eAgnELAA'AFRFRSIZO ZT A/A/A PR°P2,SNENDERRsra PRIMARY BUILDING AREA: FR°P°SED R.AD SHALL BE.WNED AND .XIDAX'ZIT:TOCTAHAWHIrT:,TzT-ivsz,,,„irr_D7a-D,zAREA.— L,i7AcoT,A:01Norsil,„%iER'Apl'IFENE'orNoriNi4E:N,,IETIFANERcE7,;EEEiyFAL'A°:E.RF',YTHEcl'EPFThEE7G A LICENSE NAME OF .ig,,A,PZIgnnrgIrroPLA-L°:,7-,V,ZE,ZRA""""'cLE""'"'a""'""•.'F"""A' MiA'ABNIIITS'APIECH ISE2TfTAYUIT:LAR'E.'"E— ACCESS'RY UNIT AREA: PFROFESSIONAL •THATALL LOCAL AND STATE AGENCY RULES AND RECULASONS SHALL BE COMPLED 11,/ •TE'LOA:EAIA1E-FilSTC HT FE T:MIE I iR Srl T7 AFFEESTI:111'T INSIUG:A RAT EREA.''''"EUTR)A;'"'"%'''A L L °R r L°W E 1'. .#4.4 PAVEMENT WIDTH 28 FT :"ZENWTAHLE-SR=S-LOFEA'NVV"AAOARDEN C'SISTIN"F PLAN'SET IN SDIL IN THE"E"ES DESIGN GUIDELINES: ,,, RETAINING WALLS SHALL MEAN..A WALL MAT HOLDS BACK EAR,OR WATER.' GARAGES: ?.$, adopted .;HIRE L7,10URTE,S1147LMAUNMFFR TTHNIIS'PCR'OLJr(CNOTILRNDI;lA,T.1NG A SIDE ENTRY GARAGE INTD :FT,IT'1117.ALI-"HALL MEAN"A LDW WALL BUILT DN A RA"THAT CAN AL"SERVE AS '''-' Date P, BUILDING SEPARATION: OWNER: •r,criffrutpsiihylj.LL 8E L.CATED N°CL°SER THAN 6 FEET FR°.ITS A.ACENT ''IHTIA1LHITEAANERAANT1'DSTNRAUTURIESTOhrl?A'INZRVE/A-TrIEDRNHDARVIZITCDAELP=RAYN;IS.0111,'IrGCRERADL THAN ,,, r-AI-TAANT,:,IEW,LLC REGATTA VIEW,LLC 2 FEET,INTENDED TO BE USED FOR SWIMMING,AND CONSTRUCTED,INSTALLED,OR MAINTAINED IN .. 1 1743 ROUTE 9 T12=CAOSDEDESFAI IT 151E47'2 gIM'EUETI-r Itlitr AAnDUNCITTAMTBUDSTHDDEEFElliITOCNIN IN DRAWING INDEX: LAYOUT CONSTRAINT: CLIFTON PARK,NY LICENSE NAME OF -F 12065 •E'Fivc1Hu7,EDiNNFGGI!"'IAT'Al%NcRAspi'c'2TPLAYRPT%sil"E'RAg'''''A's"TATN°°T°HRERDIIRsEgi- I'EPTh ILI'll'ci-PilEi 341E11 FIVnIEISIPTIOrNI°iI.L467,'NISS21,1UAYTEIWARIEAELECIlilET;DI TEIEE.'' SH E ET". DRAWING NO. PROFESSIONAL i 1 COVER SHEET .#.44 ,i DESIGN GUIDELINES CONTINUED: 2rDA7,7EaRTEAza,,,TERTEALPi-orgEgon iii,ircznaisti-,:'i,,,E1‘,,N,,g‘7-regv-An ToveRorND 2 LAYOUT PLAN 3 EXISTING CONDITIONS AND REMOVALS PLAN SARATOGA COUNTY SEWER DISTRICT#1 UNIT AMENITIES: FFIaTIIJSREMSADAN.YDgF IITHI ETIIFAI:IELITIVAIsTID1=012ITITEN.IEDNUTTEDR002DIZENGGRII_RLA Th' 4 PROPOSED UTILITY EASEMENT PLAN These pions for •TIT=rNITE SA-ICACItSESIO'F\g'LITT AABFirArY'IMP"'THEIR RE'DR SIDE YA"WITHIN 5 GRADING PLAN NORTH 6 GRADING PLAN SOUTH '','' ea=teiroenbsY:7117odtiabe's,ti;eguSlcCifis:rn'd regn=s thof tthhee •RAEMREMNg:LEASAMEANYB BEES AAPRPER 0\SEII)TTHREELEt TIC?FE,IZIErRgITH111r0 71 Ilr AND FURTHER EFslii8/1-iFT:HECE,APLHG4iEllE:iA0HNNtLAPNILFPAsp,S,"ERTC°.FAUEF2sYcaTIFifIMIEL:ANIFTSIsTElETFSE"IVATE 7 UTILITY PLAN N°RT H ..PAROS 8 UTILITY PLAN SOUTH ''',.. ..DECK 9 PLANTING AND LIGHTING PLAN ?' modifiaotions to this pion as approved shall void this approvol. ..PERGOLAS WEANLITPDUMNJ EAID,I TAL"TON=TOT IA1,1,ERIVSFIX T.EA'N'cyl:',?,DZTERNTTI6'1,,InVATieFiTZTE' 10 ROAD PROFILE Signed the_do,.of 20_ :: EREOlv,IDE1,,RDR" ZONING CODE SHALL SERVE AS AN AMENDMENT HEREIN AND SUCH AMENDED DEFINITION SHALL APPLY TO ANY FENCE NOT ERECTED AS OF THE EFFECTIVE DATE OF THE AMENDMENT.FENCES 11 EROSION.D SEDIMENT CONTROL PLAN 12 SITE DETAILS I ,, i CITY OF SARATOGA SPRINGS NOTES: ::LcrosErcsiAP 1 N G 11YLLBENALELNDEErFTRSJETISAnErTINT12.THE RESTRICTI"S"'MI'"DE SE"DN 6.4.5 AS 13 SITE DETAILS II ..GARDEN WALLS 14 STORM DETAILS I ' :,;',7i,r,'E'ZPT=,'SEPARPOPPLXrArCVPI.EV-Cg'N'LR7',LON7SZ,S,'P'DLZEC'E'VH'iH7SE,YUPLLEADN rA°P,,R7V7, ..RETAINING WALLS AMENDMENTS N.T.S. r! ..SITTING WALLS EFici",,E'EFiEEEEEFFEEiTpLC7E li: =DA2's:TA"DE TA' ,.-' NYS DEPARTMENT OF HEALTH ! ..FENCES g ' gi'REICS%",,,'L GVADT/grAW,MSBCTECE',-"EATO,E,D"A"'LECALL''"°"D""F'"''" ••ItLTZIEIROAMBIEONZSAIVIPIZI'12T2ItLY LISTED A"VE"""E"ENTLY ARR"VED RECORD OF WORK DATE BY SHEET TITLE: ' TC:iraD7HAraPC,,,7//,FiN'TZcENT;PF:a7I's'T'HEE'R77P7A:Eil'EFFiNc'A'N'TEALPER. SIDEWALK: REVISIONS PER CI,ENGINEER COMMENTS REVISIONS PER CI,ENGINEER COMMENTS g;,' COVER , CONTACT THE RR/LOIN,/A/SPECTOR FOR A BLASS/VC RERA,/AA RLAOSHG,REORIREO •PAFivrEsti:DT1',FIETDOE°p;TO:cwRTOE'T'EH,A,F,/,AAELTRERIZOS°76tTOR*TuAo7EiYE ATFROFIATIIIEFA 41 SHEET PLANS PREPARED BY: ' 'sVDMV,VEDETRAATOZZZPRZEgNA',""L"MA'''"D Ta"E"'"A"M"'"NG" •11:1INFT:HTUEuT:10EP7ION 70-LHAEVEPRTI-17TZLIEtIDCAZ TO'INTTHEINgYBO'FIARRAETCOGTATASPVRIIENIST eGD ENViRONMENTAL DESIGN ",\\ ,ARTNERSHIP,LLP. I of 16 ''ra,T,Z,','^g.tnA,v,,,74",LZZA,1"70,-,7""""A""'""'"r"T"'""'"m"""A"' PAT=%A"B'E"','ssEhp'A'XOTIZ%.PK'isT'orc°1-T=ZEstrg..YEABLE DUTD"R A"A 1.19873711ZZ<C17:6":=11r.1„.1 ''' i POROUS PAVEMENT DRIVE., gc.:T ,y,Apr,HA,L;Wc:NEZ,P,A,%47,7 ";Po8u'g"' IMI -1-ii 111011111 ., -01„,E,D1,,,, ScD3W4n3Ww, 3 DEEP X 2 WIDE LEVEL SPREADER M7LTHTTTR)EINR& = -NrAIWE:ADRENTV LVF"--- 1111111111111111 :-ER ,?argE,-24vz-JEE,T,I,7":07:1WE , oN%z,E,snrE——m,,,,E"nA;° Azz-u,AnE110.,;;„sETD-A,N)D,AEL,LLAugw, ,FINE,:rNTL1°,YEcmoi,4,°T.7,.-IN ,T,-0,,,,D-7,ATN0DA.RADT, _ _ su'A"EFEEE'PAPEN'ARPFlaTirP'N' Swi4L U glR1 g r,EWE,'FS BE ERPS TTNRD E ND FET:E ,,, E,(51 • - . 08' WIDE SEASONAL USE PATHWAY SECTION CO S fil.rc-, NOT TO SCALE LI ,-1- 10 DROP CURB SECTION L___I LA2T,Es 241Es. Lxr m b.,,,,.. 0 DRIVEWAY ENLARGMENT ,_a 2 1 5 (3) NOT TO SCALE 4 ...34 /IR BITENNALR°R W"ER CO < E i5 / , 1 474 .„ 0 CROSSWALK 1 z,,,,,a 1 , alk ,R1,„,,,, <..; \,/ Tti Ce ° F< IELI NOT TO SCALE VP giV wl,L,0 310 CONCRETE RAD o \T\ \ *111ELEND NSW R''.'RRESE RURR 1 .;.,- Tiw MSWGRWCTLRSBR1rLW"ER 1 Z 1 •. 6,62,. „il,,ce,..,.. ..,;\74 ,,,,77,40,. E 5 o_c(JE , NEW EDGE OF WOODS ..._,_. _ lowv-,--- -- \\I‘\ 4111 1250 Z 'Z'Ct,F,R) IC]-LC2 g . . LOT 3 LOT 4 LOT 1 LOT 2 ElE3 N4,., lii ADDRESS ADDRESS ;I ADD7SS AD7" APLMOILLD ,,,,, ,,-;; DARDTREu-DARD',..EuTH )pftlir4Wirit- REVISION DATE BH r E a ..--- Nk,AMMON" _ E PSTING LANDSCAPED -- ----- L'''ITS' PRINIA.M 11.,.. ... CONOPPT TO SOOPNOION ZOO,O10 sTO ..L, -, —, —4-------— ...11011 '- ii, DAR 1 M 0 U T H 1'WAY 8 011114111.O. \--,,, /; * mir uniFingo 0„ 'll, „, LICENSE NAME OF / IP' PROFESSIONAL 11111111111t 0 DARDZERTH SARDTRTERT TWE' DR' R TRTER'" c;, IIEljuR - -LIMPS OF CLEARING f. PROFESSIONAL Iffillilillt ,,r Z .0',' 41.4r4O ' GO 0 L-1 DETTER P°R'RUR PAVEMENT AR' \ iy 1_ la sr,777ErsIGN liw,-e'la.-,- ,,,o'='- WR'E'MAIN'SEMEN' ,, Mr ' ''''3111111-11111-111!, iiililillk—— .,---5,0, - .,__:4-_ 0.,(.5 %V DENOTES POURED IN PLACE CONCRETE VERTICAL CURB 1" 40' cr QI / sIGN i , , SHEET TITLE 11 = i NEW EDGE OF WOODS 1DTROSFEESSERI\ ''' '.7 :,',',2:::,_A 's,4,1 p,--R LAYOUT z ------ — -----k--,-----, adopted GRAPHIC SCALE SHEET R' 'R ffiFiF,I. "' 2 of 16 Chauperson Date 1 INCH=40 ED ! GNI,ANA,Kr E'I',1?/11=ELII[EArDPEVONTAERE=INTRFS7InN':EFWEr,101017 T"E ""l'Il'' .E-- .2 1''',' 7.°E'r'e=ID,'LEE'E'll_171LEALIE Approved by the Saratoga Springs Planning Board under authority of a resolution C.1 -`!:, adopted wE,,ER son,.o,EEs,A,,,S0.2 'z'a.---1: raR72EN:',P,Frni-grr,-C7e.c,Esrs',To.ADND'I'S TEST''''' WEATRER 5,03,DEGREES CLEAR,SUNN2 1741-INDDAIng'Dr MOTTLING 18'1_1', F'W'N'M2IDU'1=1- INFILTRATION TEST, 63 3 IN.OUR ,,, I i 1,,,,1 TE,RD,2 IE 01,,RF 0'-fND'Efq'T'1ALgESD INFILTRATION TEST, 180 0 11,H03, '2'4"---Ii.: l'1GE?EEFGEFAEFISNAENr'''''ACE'IL'AND'INES TEST P17 s w„ND„m„. INFILTRATION TEST#4 24 4 IN/HOUR INFILTRATION TEST#3 29 3 IN/HOUR (,/'''-li 1 11011-116DDAIng'Dr MOTTLING :8,20',,:'2,-,i6,.,i4,,r',AGEDD.',AgINUDMIL-GOA„E S.D ATE, INFILTRATION TEST#6 63 9 IN/HOUR ,y) E(.',:k),' ,ST PIT 3 TEST F,8 L1.1 ,ci ti,, ZI; =,_""BELDurcl'AnsEEAvs,AL,L.G '''GW'u=AAT'TER9717ED1'" >-< —1 b71aLoi MOTTLING AT 38 TEST I,7 9 L I §. S)12 TEST PIT 4 1'3 1'24',6 IB_IR°1_1,%1Z rN/ID:Vfliza°111,41,1D 13. LU (LI]It-8 ‘ ._.................••• U LOT 2 qs,,,I :ETTALOT 4 , L 0 T 3 1 , LOT 6 LOT 5 El E NEE 1,'oP Z."' :-_--.,, \'' EH C:C'EAC'',,AF,iF oF"'' 11 \ LArlyy," Degts,°,,,,,,,,,, 0 6,,,,,,AA, a a St .bq , e ., „, ,:, , ' D--' !15.56.'2 _____ .:',,,,7-7- 1 ),\;,s.,,,,,. Fii.,a4,• ,. Lci,511: •,;,- 2< E Ltc4 -___ ___ ____ • 6 ,3 ir.f. • •—• . .—. • .. ----- dk, * '\.A 0 0 Z s,_Lc2 g ,-ngiRBP-ATD-i,A2 . - *A7-4‘ o!NEF,T ..,,,/\•,\, -- \ .. , v OONONITT TO ONNNNTNION //OF NTN 'R'Ezrs,:,,,.:sEwE„EA,,,EN,,,,M, vi., ,,,.4•41.4.* 0,[,# Xs ilktik,,,,,. V,Ilk, - DRA WE ' ...1'.671\-F'1N'S A2AE:Osi,A 4-,51ARAP'P MFOAUFTTS'E P;A.U MA'T•.e•r'S T) LICENSE NAME OF 1 11 -- .'3, PROFESSIONAL j!lik TED FOR NEW SANITAF,SEWER +41 A., \ 4%; \ mi 7?• „, V" 'zss.,1 6 4 4 G M A.AE'E DFC•/f T P A G E T 1 9 111111111111 ' F06701 OF FEARS'S'',TTA'SE„6 _ , a 1-ANRYPPN4FT" . 1*.,444 igoirc,E,121,NINFN.,,,E,,EaRworEE . -' ,,, LE(ZEN, LICENSE NAME OF f PROFESSIONAL `..,' 1 S\ kil. 4 RONSIBLE ALL 13,3ASS PUMPING AND SAFE,COORDINATE WORK TO UTILI,PLAN 3 „ 662-DENOTES ERMGPG TOPOGRAPETC CONTOUR 111111111111 , MR DENOTES SAN/TART MANHOLE c 2_\„ 'L,,'•' ,.., A . - _._DENOTES LIMMS CE CLEAR/PG \ '"11* . . -. i.-. itti • \_ , \)\-\-\ \ Z'•1 t • . •- ,. . F''''• • •L`'`\ ' '• . • -.7---- ''' •''''\ '•''. •(4>IIs.)1 1'''r.\)''',„„•:,'‘_.,'a,:.”:,_,'‘'\,'Fs''_'.A._._.__..N.I :I-1-;a•--.Th0-..'.--..m_'_-A7F-__-• _\_.L..7\.__7.—.N___L\--•Ai\i_--7--__ — ___ 7 \ \ 5 ,,,,,,, 2"„),ArnL,,Lr,,,UV,s,_..N,_D'T,7E„,TRE,:'„GDRrA'„OTUEN'_Dr.EzaUrSS'7EUzTZSoEAS',„M'/'TAAzN',ErCNArT'OfF1TgAFH""EA'L"UDAAAAPLOT6 C'AATED SCALE 1 =40 I aziia,, SHEET TITLE ___-------TE- ______________---E L E E E E E EI -. 7-/7 R,c0 ,,,,, EXISTING i '''''''';' ---- ------------Vill 1.",a MAP REFEREN„'S PE, CONDITIONS AND ja___—_,—____ — ____________ _____,,, _____________,a, ---------a”. Na 1 REMOVALS PLAN,,,'a ill . , AA,,,,.R.,..RA, ,,,..___________________________---------------,\ \ GRAPHIC SCALE SHEET R' 'E. I/ 1 INCH=40 F7 k Approved by the Saratoga Springs Planning Board under authority of a resolution IN�o adopted J 3 a Chairperson: Date _ Z= N a Lu=a Lu r Z z yy a o�o o' M O N O (;'j N Wim- J awIY >-Q J O O Z F W !° 2 CO—,,,. . ......... ...". > x 7� <, 8 LI Li }a LOT r >, �'99G0 Q W , LOT 2 �� ';/11114.:'...''''''''', � �a"Mwffre.�s Q n/ O 0 —fig � AOFRH sN LOT 4 ouTc �\ \ O LOT 3 wAr war / z 01! LOT 6 LO7 5 saTzs'oo"E \ m 49.62' \ , W !Y W SOS'3l'3DE N L�y A\ U �'Z 111°11/,' OFwAr way wArwArs.ss'� �CLLI\ J7 543'34't0"E \ �pq f'1 42-46'� \ .:\ R=4 750" Q 5 ^ �O Z `\ � L=148.72' LL �F� F CH=147.97" W } O Q III, 856.27• ., -./"\ 548'31'10"W r^ � z U 508"31.30"E --" w LOT 26—LANDS TO BE DEDICATED TO THE ND43r3o"w o05�, '''6:50A n \ a g LLJ Q LL OWNERS'ASIAION 8'8 '�°� O Z z0 0 a N3 AREA=28,7571 SOFT.OR D.66Df ACRES / z _ LIMITS OF ACCESSO RV USE AREA 299.39' '\o \�`.. ` \ R=30.00• L=11.56' rew�m 6. z oT SOS"3200"E / soft / CH=1149• aO L57,,,,,,,,i;„, (n1o z,p5 �'�o i4 ~ 0� / \ \ \60 4935'37:10 "EuEcr evrl„ o LIMITS OF PRIMARY BUILDI G ARE'=— \„„e,,,,,,,„,, 3A 5 R=3000' OQ / 3 L 12 87' 0 0'� ee ',,,?-;,4P.°' A _J �A 5� \ `� �� \\\.,,,.73,..„iII P oPo � ,'L�� © °/ 31I. 31N'� 9 °e.Eagn 2�`�'$ O,5' ,Nvzse'sm rn mI Q s5 X02 so y �yds 6o AooEaoo\ 04�\ R,c,,.,5ANo S.n.S,..,5.Mµ,rom m m N a z Es Poo"`�OJTI” / A'I% Ori pj ."/ ne> 2�`JC S cCE,3� ml� tears ,I_ oA I" aaRLOT8 �-c�N6 s\ aa51`L ''' ` o ,wo� � E�Rv '°E , : `^ ,O1 7 ADDRESS: oPo�` / ,� � � 55 To30}�\� / NEN6NEER ,T„T„LM y� so I p LOT 1 LOT 2 LOT,„3,.: 3 0ARTL 4 I LOT 5 �6LOT 6 I „DDT' RrMour o / \ \''',40,,,,' / Ys�. St, DNS PEa NEN�NNEMs 4nsT„ -13 DAh s/,s/,s, ADDRESS ADDRESS: ADDRESS ADDRESS: ADDRESS: ADDRESSe!"1:',o sueovs ory T T 3 I 5 ] I 9 1l I DARIMOUTN DRIVE 0,.4';;;.,..,„ /` APiS°0 CJO..\ � �s�s*o IDARTMOUTH DARTMOUTH DARTMOUTH DARTMOUTH DARTMOUTH DARTMOUTH DRIVE R42�215 :6:0,r � hry OP`�OR �' DRIVE DRIVE ORrVE ORrVE DRIVE DRIVE 883 / ��\ \ \ �j see'z V",°\''' 065 ��� R. LIMITS OF PRIMA'Y BUILDING AF EA a z�.o02N GJ � & ' r / 6<�0 / LICENSE NAME::;11::',;/1!::::,OF P 0 :,,844;°,2,0 ,,, \ by 11 ® PROFESSIONAL _rte R Il/111111111 DARTM©UTH WAY p6.fi q N083130"W — ___\,,,-- I \,,,,,,,\:,, ryP 9 / _ R:5227,,:',°•,. 327�0 / 5 5,3 348.02' _ L_224i3•/ PpOp°AP\ p� �"5� LIMIT OF PRIMARU UILDING AREA � LH—'12.i W ;\ ARDE / / LL �, aRoaosEo NEw ss unuTr Nzs' T 17 '( g 0', i a, EASEMENT FaR wATEa MaINI cREa, Ea ' LO oI h` �,oRas°" aO J, / 5P / o4,s,A66E I a TTa SEs m z\ 3'' oPRp6 E g a6 kbyA ti o. 'CpADOREss: vRovosEo NEw a'uTluTv N j 6w of o_aso+_acres 16 EASEMENT TO SARATOGA COUNTY LANDS N/F OF t T 18 DAR TMou TN sEwER olsrrelcT / m REPPERT LO SS °RIVE 3 aLOT 2E4+0LOT23 wLOTLOT 21 LOT 20669 LOT 19 I ADORE519 / ,W LICENSE NAME OF° m oo PROFESSIONAL w 1:',',.1 ADDRESS ADDESS: 'Iro ADDRESS: ADDRESS- ADDRESS ADDRESS I DAR tMD° 5/ q51 F(,FNn z I” s 4 i >° DRIVE °° y' Ew ASP DENOTES ASPHALT llllll/lllll DARTMOUTH DARTMOUTH ''DARTMOUTH DA' 5455TH I DARTMOUTH D'''''''r''' ARTMOUTH 1 j a, �j' O Q 1Z ORrVE ORrVE 2 ORrVE ORrVE DRIVE A Zb� D,PF DENOTES BENT IRON PIPE FOUND DRIVE / 9- CB DENOTES CATCH BAS/N / CIRF DENOTES CAPPED/ROH ROO FOUND yyoN O I LIMITS OF PRIMARY BUIL ING AREA I /-----. �26 _20' ♦ CMF DENOTES CONCRETE MONUMENT FOVND 0 E„„ „„ CONC DENOTES CONCRETE 9 /� CTV DENOTES CABLE TV SERV/CE.— -fir / EOL RENO JES EDGE OF L4WN ct O r I I /,'''''”'9 ,N/ E°P DENOTES EDGE*PAVEMENT EOW DENOTES EDGE OF WOODS n ,,, 66FDC DENOTES FACE of CURD m I N 6 g� �' FO cc DENOTES FACE of corvcRETE— _ /� GSP DENOTES GAS STAND P/PE p"�/ cV DENOTES ca rE VALVE `J 2 �'� 5t /� P HOPE DENOTES BLACK PLASTIC PIPE 123.60 / NjA/ 1 "271::: 5 25- / ""DENOTES NO/R/ZONTAL 5 ODo DENOTES FIRE HYDRANT LIMITS of ACCE S4$�a�sE s.�6' s18 ...17.24'''': �' �.(` / rrvv DENOTEffg,,,RT 3 51 V rRF DENOTES rRON ROD FOUND TiOT' s,"♦ T1Y SCALE. ZOT 210 LF DENOTES L/NEAR FOOT 2 �,44'so"E TO THE LP DENOTES LAMP POST r^ —LANDS TO BE DEDICATED Na zD'oo'E �! MH DENOTES MANHOLE v 1 4�� LOT 25 p6 NiF DErvoTEs rvow oR FORMERLv 1"=40� HOMEOWNERS'ASSOCIATION To% s. NM DENOTES NAGARA"Z"TVr<uZa.'POLE a ONUL DENOTES OVERHEAD UT/L/TY L/NES I AREA=42,662±SQ.FT_SO 0.979±22f________„............„,„—NjgA /'z Pvc DENOTESPLASTrcvrvE _ 232 02 1\1*'(' RET DENOTES RETRO r g i_®E I TF DENOTES TOP OF FRAME I 1 TP DENOTES TELEPHONE PEDESTAL ' o'�� VZ DENOTES VERIZON L/T/L/Tv POLE /\"` \a o WS DENOTES WATER SHUTOFF 11 SHEET TITLE I R Q \!, MAP R NORTy As PER SUBDIVISION saEVERENCE No. PLAN gll "" % GRAPHIC SCALE SHEET: 'm .� 6T6�6�6 6 6 4of16 66 IN FEET) n -- „N ,INCH=4D FT. i-IALL ROOFTOP RUNOFF FOR EACH UNIT w h j TO BE DIRECTED TO POROUS PAVEMENT A I Z o of N RooF GUTTER As PER ARCH. I �� f7 1 1 h T � 31 1 1 1 1 1 1 1 1 t ):''44 LOT 26 ANDS TO BE DEDICATED / WiW n n - a„ vllu ~0 O THE HOMEOWNERS' ASSOCIATION Z.. 1 1 1 TOME Ar sTwE Ar 1 1 1 --j _____________,---EHE--- , Z DRIVEWAY DRNEWAv VARv PER LOT =PER LOT 1 1 1 ID/m�© Ill 7------- _ � 1 1 1 F,",, MC-3500 1 1 1 1 CB'1 ADS STORM I STM MH 1'3 � ' - TF=26'1.5 ��v�TECH � iF=261.45� INFILTRATION�- 1 II 1 1 1 1 1 1 1 1 i 1 Tak1 CHAMBERS . �� 6/ �� ('I PERMEABLE Mir NEP 61 PAVEMENT 1 w� M 1 1 1 oRVEwnv,TVP. �- 1// �" �•� O N ON Lai 1 1 1 . ,.,-i... ® - --- 1 W` aNN -°' J dgw 1,,, 1 1 \ \J� Q JOO iADARTMOUTH WAY Do 1 \ \-- \ A ® /'/ I. CSC'-',H ,\ N�';6 z± i W Q 1 1 1 1 / I \ - NOTES: / / / �I LOT T �� ,aQ C�`� � �m 5 a 1.FINAL SITE LAYOUT IMLL BE DETERMINED BASED N, ON ACTUAL PROPOSED HOMES ANO SITE �(. LAYOUTS PRIOR TO CONSTRUCTION. LOT 1 O T 5 F,:',.1-', O LI L I LOT L-OT 3 L-OT 4 �I J L-OT 6 ��� � A�DRESs. I DRESS. 5 c' U ADDRESS: ADDRESS: ADDRESS: AD . 1 TYPICAL LOT LAYOUT GRADING ADDRESS: ADDRESS: 3 OUTN W Q O ADDRESS: _lIl 5 7 11 1 TH DAR�M � ,F=_s,25� �'!. J� C� cj N T-S. � 3 DARTMOUTH DARTMOUTH DARTMOUTH DARTMOU DRIVE Ja. il DTMUTH DADARTMOUTH F1j / : o_(2c o! c Q, DIVE 1 i®® 3oav EwnVLETVP. 1 F..=±265.8 1 G.F.=±262.9 G.F.=±262.9 G.F.=±263.8 _ •:: : 4 / _j - LL/1� Q EL NOTES: 1\� \�� I ® . I O V zz Z C coNTRacTOR Is REsaoNSIRLE FOR 1 'zenss Tc :'7'.°7-. 26'.°7 - - : - / -`R- 1 wN > O-).(,,i,oRTaNINc ALL REou1RE0 PERMITS o / z6!•.OB � /,'� � I -� �_� � � ,-�\ a hl. (] �U U PRIOR To coNSTRucTION L.% � � I� / , I `/ 26395 rc D A . O t.:/ T �r GENERAL GRADING Nl1TF5, N SEE TVP CAL LOT uT LTv uvouT DETaLs --i-",", !-., oRw�N er sTo oN SHEET s FOR LOT cRADINc ANo is 1 H„EKK�.; UTILITY SERVICE REQUIREMENTS - - - ,.G-F.ELEVATIONS SHOWN ON THIS eco - � 1 cRADINc PLAN ARE RASED oN - suRFACE DRaNACE coNSIDERAT1oIvs Mi. ® - --� �_ 1 RonOwnV(s)AND suRRouNO ENT T.THE OGED LEGEND: �� 8 \`�� . TOPOGRAPHv.G.F.VALUES HAVE BEEN "G" �,..o.,.n""µ:2,:', P, p ASSIGNED TO PROVIDE POSITIVE .JP r25J.90 / `��� 1/ DRAINAGE AWAY FROM HOMES AND REVSONW mry DATE NoBY MINIMIZE LOT GRADING TOA PRACTICAL l,DENOTES PICAL PROPOSED SHALLOW CATCH BASIN j kzn- +163.4 EENT. 5ENGINEER 11...LLD Tva N ,Q;DENOTES TmICaL PRDPosEO DEEP caTCH ensN ji �� �_ 4 G F._+1.654 2.BASEMENT FLooR ELEVATIONS ARE ss ,o za FI vnoE 5,55',N DENOTES TYPICAL PRDPosEO STORM MANHOLE I� _+_263. F F - RELow cARACE aooR ELEVATIoIvs. R 0N,PTR N co.TNT 9 E. O Z5H LITD covER G.F.=±263.5 G.F.=±263.5 F F.,±265.4 /1 FINISHED[R fER ELEVATIONS aRE z' c.NNERT To suem�nsaN a,:so DENOTES PROPOSED SPOT ELEVATION G.F.=±262.8 F.F.=±264.8 F-F.=1265.5 F.F.=±265.5 1/ I ARovE GARAGE FLooR ELEvnnoNs. TTzv,a so G..=±263.8 G.F.=±263.8 \`�`�� F.F.=±264.8 L�I 13.THE CLEARING AND GRADING LIMITS %"DENOTES ExISTING CONTOUR F..=±265.8 F.F.=±265.8 \ / L_0 O T O� ; DEPICTED oN THIS PLAN ARE BASSO �' DENOTES PRaaosEO coNTouR T TL oN A REAsF LE FAE T' L_0 T L_0 T 20 1 BETWEEN THE PROPOSED G F. 0 T 1 _ ELEVATIONS AND ExISTING GRADE.FIELD LICENSE NAME OF L 22 21 ADDRESS: 19 � ADD�``J ADJDSTMENT DF THE HORIZONTAL ANo/oR vERncAL LocnnoN of THE PROFESSIONAL 2 2 O ADDRESS: N0ORESS1 1 b �-H BFFEDmo HOOPRPoaoseo c onlNc "' llllllllllll ADDRESS. ADDRESS: /3.CLEARING OR GRADING REVOND THE 4 DARi410 ADDRESS: ADDRESS: 6 g DARTMOUTH 2 H r�VE S MAY NOT RE mNDucTEO 2 4 DRIVE DARTMOUTH DARTMOE 4' ouT PRIOR TowN APPRov • DARTMOUTH DARTMOUTH �� "°N°``°OND""°N DR"Ns DARTMOUTHDR E 1 PRoo oEO HNOLC EaiNCPORM15 aRL ENT DARTMOUTH DRIVE DRIVE DRIVE y 1 DRIVE DRIVE 1 RE DRE RESEOR o ro ExIsrINCRREO' ri- CONDITIONSl 1 � 4.POROUS PAVEMENT ISTO RE UTILIZEDoII' 1 o0R PROPROPOSOD DRIVEWAYS SDHALLJBE SUCH THAT WATER DRAINS AWAY F� _ I ��+I ANDMSURRODNDIDNGGLAWNESHDALL3RE"' a _ 3 _ _ 1 /- ooAEoR oaanl=0T-E oaiVEwnvss' LICENSE NAME OF ? O L _ _ -, PROFESSIONAL ISOIL RESTORATION NOTES: �I���������r "soN a ':I � ; / As PER CHAPTER s of THE NEw voRH i STATE STORMWATER MANAGEMENT DESIGN 1 MANUAL.SOIL RESTORATION IS Rf OUIRED ON HIS SITE IN ALL NON-IMPERVIOUS PRECS 1 THAT HAVE BEEN SUBJECT TO CUT OR FILL. /�T'� ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED IN THESE AREAS,THE FOLLOWING 'V _ MUST BE PERFORMED: / w o 62 I / ,.APPLY THREE(3)INCHES OF COMPOST/ q TR 2'z I oLL COMPOST F=2fi,35 \ q 2,TILL COMPOST INTO SUBSOIL TOA .-- N DEPTH OF AT LEAST,2 INCHES USING A CAT MOUNTED RIPPER. 3 1‘ • WI MIXING ANO CRCULATING AIR AND V � / ��� TRACTOR MOUNTED DISC,OR TILLER, RECO e T WIDE SEASONAL. LEVEL SPREADER AND vEGETATEO SCALE: ��-- .-i:--:-.• COMPOST INTO SOIL. j MAP R NORTH AS PER FILTER STRIP i-/ i - 3.Rso,E Rack MATERInLs OF F"(a) 1"=20� use PATHwar � 1. �..- v INCHES AND uRCER SIZE ARE N EFERE/VCE No.� --7 ovER�EaoA UT1��NulovEsoF �� � wlTo CLEANED oFF THE sTE. H1H / WI W 4.APPLY TOPSOIL TO A DE2'OF Slx(6) zi � _�i'� S1= INCHES. GRAPHIC SCALE \ - TO THE11111111111111r 1 -��s. �C�LT, N --- �1'n. As RSXIRED eV SHEET TITLE: APPRovED Fo s o o \\iOT 25 ANDS TO BE DEDICED _ __0 FT. HOMEOWNERS' ASS - E 555 / .D ao T 6 oN FEET) \ - -_ •w 7SHEET5/ GRADORTH - : . -- - PLAN I. ' EE �y/�� Approved by the Saratoga Springs Planning Board under authority of a resolution - - - - \ 1L_---- __------------ �/ adopted \c� �� --- I sFIEET. Chai erson: Date � DL - - N a„4 � _. ------ -c-___________---------- ------- /- 5 of 16 1Aft STORM STRUCTURE DATA Z NOTES 1 1 1 1 ©Q ' CB}�6 ., \! /V "\ PROPOSED CURB ® STRUCTURE NAME�M RIPE INVERT IN PIPE fn d ri: CONTRACTORS RESPONSIBLEFORZTSC_Jg0 TF=259.90 �lTvl �� CUT ON REGATTA ELEVATION INVERT OUTOBTAINING ALREQUIRED PERMITSADS SFORM (_,, \ VIEW URIVE, WJPRIOR TO COSTRUCTION �.�TECRl I/ MATCRExISTING ® CByt261,3512"-25815fFROMCBy2112'-25815(TO STMMXy110Jm© INFILTRATIONSTH AS ( /� PAVEMENTJdSEETYPICALLOTUTILITYLAYOUTpETNLS2C-3500A© CHAMBERS TF=260.45 CB y2 261.35 12"-25030!TO CB yl] Q=ON SHEETfi FOR LOTRAADS STORM / Z�TECH ®®® V 0\Q I INFILTRATION /- \ ,F9259B#TLV W q6" CHAMBERS SFM MH(/5 � � N .90 ^2 Z. MAIL KIoSIt AND TF=260.60 �T / / CB y6 25990 12"-256.85(FROM CB y]) 12'-256.85 RO STM MX y6) Z SHEET 6 / ®® PARKING AREA h \�- 2\i / O n� SHEETS 1�i - ce y] 25s90 IY-zs].ao(To ca y61 Q'Q,' T so _ 0 i / Ip'� ��' _- �T\� O STM MH yt 259.90 t2-25]_35(FROM C6 Z a_ \ yt) 12-25]_85!TO STM MX y2) \ (y, y I w ��m PERMEABLE \� \\\\ - -�� __ ®® DRNEAv,TYP. � /�- N STM MH y2 26L65 12"-25J I5(FROM STM MX yl)2a"-25i]5(TO) \�\�� / 1� N ®28052 �� STM MH y3 261 d5 1"-25]50(FROM C6 y3) 12"-25000!TO STM MH ya) OJ O O28o B0 ..4. �\ STM MX y4 261.65 12"-25].35(FROM STM MX y3)18'-255.]5(TO) Cl O�O N N 7,,,,,z1 - \ Em \ BOTTOM OF RAMP STM MH y5 260.60 12"-25665(FROM STM MH y6)18'-256.00!TO) _O � \ ExESiNGNELEOVAT ON AALONG STM MX W �In� 261.= ` .REGATTA V EW DRNE. y'6 260.]5 12"-256.60(FROM CB y6) 12'-25].30(TO STM MX y5) f 1 m O ,\A \' cONTRACTOR To FIELD N J d�� -�' vERn PR OR To W / STM MH//3 BEGINNING CONSTRUCTION. -zl.as- Q -1 O 0-•m -� e e e SANITARY STRUCTURE DATA ~1 > Z 12 / \ STRUCTURE NAME RIM ELEVATION fl > ~ z W i(i)] O r O� °-:��1.25 �® / �� V� EXISTING OFFSITE MANHOLE 26090 � � O ± 10 SAN MH] . CO 4. -------------- c • \ � 00 � 262• \4467' 7 f � / 2610, Zzj- 4, r't7 \\.\ 6 ,iti „., /,,:,, „9,--„c)„, A /j/ � o0_ D,„1.0 2 g Al,„ 0. / ,, : „„„.....i.--...... l' ' -- \/ N 7 _ --, ___,_,---' , , 1111‘, o \ O O Z/ / // } __-� I 266 Q / / iliN DATE BY 909 O.NOS 110 _I � � ` zaz.ea \_ •� %/ p RF�soNS PER rDAZFN rANNlrnS s/,s/„s,D GENERAL GRADING NOT, / x265ti 1'J / / % k mNu<reT,o SueovsoN TD c.F.ELEVATIONS ARE DN TFus I / 6E'x26 O �c]S - \�/� / / / w RARING PLAN ARE RASED ON f / F F• O� / / suRFACE DRAINAGE cDNSDERAnoNs I w WITH RESPECT TO THE PROPOSED O OO \ / of,/ // / >ROADWAYS)AND SURROUNDINGTOPOCRAPBYc.F.vALUEs RAVE BEEN I A P RSM �� / \ / \ry ° LICENSE NAME OF AsslcNEo To PRDvmE PO � 1� OP �\\� ��� / / � i� � a5R PROFESSIONAL DRAINAGE Awav FROM FIOMEs AND 163.4 \�j / / / 11/11111/1/1 MINIMIZE LOT GRADING TO A PRAcncAL ExrENT. +26.4 F_F.+165 4 �� 7 .____:•••••••k--/----- � �/ z.EASEMENT FLooR ELEVATIONS ARE +26.4 1 0)�g ,� / //- / \/ 6.5'BELOW GARAGE FLOOR I .1�� ELEVTIONS.FINISFIED FLooR LIT I PRS\ / rsP ELEVAT OIvs ARE z AeovE GARAGE FLooR ELEVATIONS 1� 1 1 ��T'` /\ s.TFIE CLEAR Nc AND GRAo Nc LIMITS / 1 / \ryeu DEP CTED oN TFTs PUN ARE TAM �' \ ,��� /:. / �� / `' BEL�A A�EusAMNOS Ncf RADE. SG S\' ��6 SS X ®// TB-ze�.zs / /.// /Z '" 2fiz FooTPR NTS s OWN IAYNEICAL J ,,IM \ ,// e W e FIOR zDN AL AND oR vERT - UTN '.. /. Local oN of TFIE Ru c �4 1 n � \ / - / /,: / a PROPOSED GRADING. FFEc EAE TrI all' IR1 VE / / TOE SEASONAL/ 1 II // / usE PATFIwnY LICENSE NAME OF w 3.CLEAR Nc oR GRAD Nc DEroIVD TrIE UFS`i E I /- ' • // �NyO zb. L MITs Mar NOT RE coNDUCTAD I ,. -/ / / PROFESSIONAL WTHOUT PRIOR TOWN APPROVAL � - LEVEL SPREADER AND w NsrALUTION of FouNDanoN DRAINS Y 7 / ✓ vECETATED FILTER BEYOND T E LIMITS IS PERMISSIBLE /� ,� /. j //RIP LEGEND: PROVIDED NO CLEARING OR PERMANENT GRADING D NECESSARY I / / \ AND DSTU EOE AREAS ARE RESTORED �� /--/ \ EAP UP Q DENOTES TYPICAL PROPOSED SHALLOW CATCH BFSIN To ExISTINa coNDlnoNs. // / / pj DENOTES Twlo L PRoaosEo DEEP c easlN a.PORous PAVEMENT Is TO BE unuzED- I ////// FOOR lPROPROPOSEDD DERIVEWAYSR SDHALL /ryN / // � O IMTLIDCOVERPROPOSED STORM MANHOLE RE's TFIAT WATER DBMS' - - I �� /-- / FROM TFIE BUILDINGS.TUE DRNEWAVS .6/_ . � �'0 DENOTES PROPOSED SPOT ELEVATION AND SURROUNDING LAWN SHALL BE - / % GRADED SUCH THAT THE LAWN AREAS '� I / ENOTES EXISTING CONTOUR DO NOT DRNN ONTO TFIE DRNWAYS '1 / DENOTES PROPOSED CONTOUR ' $OIL RESTORATION NOTES: /I; / zz,� ELEv=\+2 ��/ • SCALE As PER cFIAPTER s DF TFIE NEw voRl: '•I/ i ELEv=Tc+.z SATE sTDRMWATER MANacEMENT DEscN F�®� / - -/ �� Approved by the Saratoga Springs Planning Board under authority of a resolution 1"-20' MANUAL.solL RESTORAnaN Is REouIRED /- % i FE ON THIS SDE IN ALL NON-IMPERVIOUS / % ARTAREAS TRAT FIAVE BEEN suBNECT To cul i- j "/ a o ° o a a a adopted oNCE FINAL suecRADE ELEVATION / " a IS ACFIIEVED IN TFIESE AREAS.TFIE I / - '� i" ° FOLLowINc MUST BE PERFORMED / 1 � -. �. /� ° ° ° a Chairperson: Date _ a.APPLY TFIREE(3)INCBEs of i _ i COMPOST OVER SUBSOIL. /- % 1) ELEV=TC+.1 SHEET TITLE: 2.TLL CDMPOST INTO SUBSOIL TO A -- GRADING DEPTFI of AT LEAST Iz INCFIEs'SI'. I-- i REC REF ER car MouNTED RPPER, - ----- �� r 26z NORTH TRACTOR-MOUNTED Dlsc.OR nLLER. ! -1-- MAP AS P CDMPDSI D G LUTING AIR AND .- '/ ER PLAN SOUTH m MXING AN IRCU �1 INTO IL / /� ,� / IBC=PER PLAN7v=„,--I IBC=PERPLANT Lf6=PER PLANT CEZ '3.ROCK-PICKUNTILUPLIFTED ' �/ TC=BC+.5r SHEET// / / TC=BC TC=BC+.5 STONE/ROCK MATERIALS OF FOUR f4) 1 I _ �/ GRAPHIC SCALE a 4.APPLY TOPSOIL TO A E TArEE REQUIRED BY APPRO �� \DRIVEWAY ENLARGMENT GLEANED oFF TFIE s DEPTFI of s __�� WW - (] Ta 15 1„ D ,D 6 of 16 VED I HN / /�AP �C ,;,/�/� / Rj NOT TO SCALE 21 INCH=zO FT, eo PUN i (IN FEET) 1 z PERMEABLE A ry 1 1 - PAVEMENT _ oRlvEwnv,Tra. Zai E. W J ).7�O 1 RI 36PVcSDRTs1WE"A13Ir TowEEODMELOT 26 - LANDS TO BE DEDICATED �bst GRAVITY ,� wlw �^„ a a;� DRIVEWAYDRIVWA TO THE HOMEOWNERS ASSOCIATION y1n srn r6"00 Z"''® UARY PER LOT VARY PER LOT BF I2N,24950 Wla 10"INV IN=24].55 - 10"INV OUT=24.50/ \ Z MEL ^ 1 CLEAN OUT \ O / STM M1s1 I V \ \\\\ / LocATED wITFUN s ,�o � � Em TF=/211,,v'',4iT=2zu.:, s. � ly�� "l FEET OF 6UILDING YSTM MH,�2 I SAN MH,y2 � I/ 12" TF=261.65 \� SrA 3+fiJ.OD 11 � �10'MIN CB�17/ 1012"INV IN=25TF=2fi3.02 \STA 1+58.00 12" 10"INV OUT=25J.25 8"INV IN=25090 / \O M Q Q WATER s=1 --- ERVICE, - - r \ F=26'1.35 24"INV OUT-255 J5 8'INV OUT=250.80 �/ N \ 12"INV 1125815 Q ® YP :. BLE INV EM=258.15 \ , ^ �� W N \ S%t e 3NWr'5131 S50XEE251=3500 UNITS LC U Cp Q 4 I PERMEABLE PAVEMENT BOTTOM of STONE=z55.00 -� (11 \ Cl . � DARTMOUTH WAY L }S BOTTOM of cHAMBERs 2ssJs �I PO ,\\C'''' \,, Q J U m O` J 1 1 / OP of STONE=zso.so vL �_ Z O 1 1 6.. q c5 sEwE•I xEi r2 � 9 5 \ I C�� �r vim _ � z F NOTES: ------- --- ----------- �0 1 s�oRMTECFI IsouTaR Row \ / \ /��,6 A U a U 10•MIN- \ 14 14 3 ,C� , �� LL �J,J W a O 1.FINAL 9TE LAYOUT LOL FEU.' I 1/5 r u GE,'., BASED ON ACTUAL PROPOSED HOMES AND `�) 4 SITE LAYOUTS PRIOR TO CONSTRUCTION. STA o se oo /� �/� 1 5 4 g .0'''','',� � `co � (”< e-INV our-uaa.00 5 2 / 3 �3� �� 'N_ 6.5`L 2 Q O TYPICAL LOT LAYOUT N.T.S. I LOT 11 LOT 2 L-OR 3 L.DR 4 SOT 6 ��� ADDRESS F �65ti �:. p Q ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS' S TN � FF J if., 1'5- ADDRESS: ADDRESS:\ 5LOT 13 DARTMOU . ' 1 3 / 1 DARTMOUTH DARTMOUTH DARTMOUTH DARTMODTH DRIVE .,\` / Q Et E DARTMOUTH DARTMOUTH DRIVE *0101111 Q 11 DRIVE DRIVE ( DRIVE DRIVE DRIVE }2638 1Z Y DRIVE GF.= g 1 1� H I G.F=±263.8 G.F.=3262.9 .F.=±262.9 G.F.=±263.8 G F.=±265 S ,F.,-,- F.±265. 1 � �_/ z d U_F.F.=±265.8 FF.= ' j : Q 0_z I^ I G.F.=±263.8 F.F.=±264.9 F.F.=±264.9 gr FF=±265.8 �,1 pi' t� (nWW�WcoNTRACTORTovERIFvExncTszE, F F.=3265.8Oiii IV V �, W U N It . ginimiHS:IgN LocnnoN AND TWE of Ex y'WATER MNN PRIOR To�NSTRucTION. ��■ �1 O WET TAP'T°07,noN: I�I A ii.--- ®r2ri 1 wrOT.®SEr �®� e _ e7. -- s ✓�� r Z U coNNECT TO Exlsnlvc WATER MAIN w/Au ® �•e �-V � � -..g LI Q a , , sTaNLEss STEEL TAPPING SLEEVE AND -I®- _ � -� � ,>,,-,. �j�/ I I 1 MUELLER SERIES 23fi1 M.J.OPEN RIGHT i1� : � rlp=t - �• �pffa y -, / 0^ < I�I�I a LL ® CATE VALVE.AND SOLID M J.SLEEVE IN �� i --- - -- - - .P.. 1-,1"�- LL AccoRDANCE WITH clTv of sARATocA :. ®d,1-h-', �-L_ H}I �-� " T •' � J �:. l� 1 `� i-- U Z o SPRINGS sTANOARDs.coNTRACTOR SHALL -LI T I ��� .7.:: `� . 1` i' � � a VERIFv ExACT TYPE,slzE ANo LocaT10N \\ ,N„,,, N PRIOR Ta colvsraucnoN.ANv � { � �` � ',7"'77777' = s sas+.osc �\ � � �O/ -`-- _ ) LL� � Z~a DISCREPANCIES.NOTIFV SITE ENGINEER. /, 0-_ N O :. : DA __ c so'0114TH: a-z/T[/o I/�� I I 1'0 - � LL IX O �U SARATO HI COUNTY T x., I I G GEF,y2 SEWER DISTRICT 1 , ® I „..;..,,,,,„„,,2F--,,,,,,,, // roves , IIS 8 ��� I. •' (l ii ".'w��, APD :y \��•� - tg -�' Illif EvsoNW� DATE^Nov V C1 wougl q 1 c,r „JzJa,J/ p I O � •� oMODEL362owa, !LiL�(1 r :11® I ;� r:=1-15 4 Q, ,o za FI wDE sT,TT,P,.I ~ GF.=+263. /1 DEW NDN,ERT To�,aolNl'''.NEN,,T„T,s G.F.=±263.5 G.F.=±263.5 / I G.F.=3262.8 G.F.=±262.8 F.F.=±265.5 F.F.=3265.5 \l -'SIN ,TE,T19�, F.F.=±264.8 F.F.=3264.8 LOT L A�\ /G..=±263.8 G.F.=±263.8 L0 1 I O� '99 Exlsnlvc uTIL1Tr POLE ANo unuTv uNE To ° F..=±265.8 F.F.=3265.8 LOT 0T O L '1 BE MOVED:CONTRACTOR TO COORDINATE 1 WITH unuTv coMPANv. 2 2 I _ LICENSE NAME OF LOT LOT g g �� 22 21 ADDRESS: p,ODR PROFESSIONAL NOTES: ( ,: 2 4 f�DDRE�� lluuuulr 1.2DNTREO Is RESPDNs1BLE FOR OBTAININI;ALL 23 ADDRESS: ADDRESS: 10 ADDRESS: Y 4 Rid ,�H �� REQUIRED PERMITS PRIOR TO CONSTRUCTION. Dr. P 2.SEE TvwcAL LOT T1uTr urouT DETA1Ls LOT cRABINc ADDRESS. ADDRESS: 6 g DARTMOUTH 12 RTM TH �Vt �� aND unuTv SERVICE REou1REMENTs. 2 OU / 3.2DNTRA6TDR SHALL PRONDE DUALIT:,NVERT�HANNELs P 4 DARTMOUTH DARTMOUTH DRIVE DARTMOUTH_ �---� OA �A /it _ AND BENCH WALLS FOR ALL SANITARY SEWER E `� VNs. DARTMOUTH DARTMOUTH -_ T DRIVE OR4 / ��G' a.CONTRACTOR SHALL FIELD ETVE cRADEs TI ALL DRIVE DRIVE �� DLES TRE NEw SEWER LINE WILL 6E DRE DRI E 3/6 4 3\6 3\6 1 MIND INTD is \ , •:, ', '\,__ 1 _J if 1 1 , K_ 5.CONTRACTOR TO COORDINATE rm PLAN AND ' / scHEDULE w1TH scso PRIOR To eECINNINc sAN1TARr ___________ . _____ SEWER RELocnnaN. _ ____ _, ___ ���f/' LICENSE NAME OF o 1____ _ _- r ® __ iss� _ PROFESSIONAL 1 , , wATERMwN ANo STORM 1 11/1//////lt ww ° SEWER CROSSING: 1 / scN MANTAIT 18"VERTICAL SEPARA IDN I WATERMAIN AND �1 SANITARY SEWER CROSSING MAINTAIN SAN MH¢'3 18"VERTICAL F=260.80 I/� SEPARATION CB�f2 / 0"INV I=212 BIO _STA 1+58.00 10"INV OUT=248.41 v 62 TF=261.35 i © 12"NV OUT=258.30 loirea / n I 1 /•/ � / �, 1 • / ap i RE , 7._��-- �� � SCALE: MAPORD/NORTH AS PER 1 1-/' 111-ZO' REFERENCE No.7 --. ,o EF,.P�� // r-Im � v azo°. / F1F � / GRAPHIC SCALE • \ T T � '''''-e � WIW O IHE ply - ,-/ D 5 D o \ \ ANDS TO BE DEDICATED _ i // © _ __ \ '\ OT 25 -- / HOMEOWNERS' ASS.CI�Q_�_ - - _ _ 3,_33 SHEET TITLE: 1 (N FEET) 1 IN =Zo FT. \ r--- E�w SHEET 6/ UTILITY PLAN J , „vo --- - NORTH SHEET� _-: - by/ Approved by the Saratoga Springs Planning Board under authority of a resolution • • __ - 11 �� __ `II �-' / I SHEET: adopted . c//_ 11 �F-zIso.9D // o �- cv cv g-_�-_�- 11 E s Nc OFFSITE MANHOLE Chai erson: Date •GHJ _ eINA IN=246.62 7 of 16 FE /t, •GV ----- _ 10'INV OUT=248.53 a i LEGEND: Z CONNECT EXISTING PIPE TO NEW DOGHOUSE CB Ns T // WET TAP CONNECTION: MANHOLE AT APPR.7.ATE ELEVATION %:'2E',.,' TA I+80.00 C.I/,,� // \ CONNECT TO EXISTING WATER MAIN W/ALL 264.60.CONTRACTOR TO CONFIRM THE TF=259.90 �\f,-,-\) / STAINLESS STEEL TAPPING SLEEVE AND ❑.DENOTES TVPICAL.PROPOSED SHALLOW CATCH BASIN W J o'6.. EXACT LOCATION AND ELEVATION OF THE 12 NV IN=256.85 ( V \ MUELLER SERIES 2361 M.J.OPEN RIGHT 0 J ExIS,ING MANHOLE PRIOR TO CONSTRUCTION 12"INV OUT-25685 I��\ 1/ GATE VPLVE AND SOLID M.J.SLEEVE IN 01 DENOTES TYPICAL PROPOSED DEEP CATCH BASIN 3' I 1', /i AcmRDANCE WITH OTv of SARATocA J 11, SPRINGS STANDARDS.CONTRACTOR SHALL a \\ Anu�uo^.c �i DENOTES TYPICAL PRoaosED STORM MANHOLE \ ao••Aos N-rz sHt Q vERIFY ExncT TYPE,szE AND LocATION 0 WITH soup COVER ~ SAN MH¢] r ]s•Ai 0.5°6 sC-",34,/ � U 1111, PRIOR TO CONSTRUCTION.PNY Z _E''..* STA 6+98.00 STM M,„WIBEHUS /�(4, DI SCREPANCES NOT FY STE ENGINEER. W�� TF261.]0 •-.�DENOTES PROPOSED SPOT ELEVATION W 26s STA M'' 'INN Z:22',4 IN=248 J4 TF 2,0.60 CONTRACTOR TO VER FY EXACT SIZE SHEET 8 a"INv our=24s.s4 z'Nv 256.6, -� /: ' �� LocanoN AND TYPE of ExIsrlNc WATER /DENOTES ExISTINc CONTOUR SHEET 7 / '\ MNN PRIOR TO co5N RUCTION. -_ ,- --- STORMTECH ISOLATOR ,8 INV OUT=25fi.00��- \� / DENOTES PROPOSED CONTOUR � tp EXISTING � _ H IH O HOUSE � ., V'✓ W W 411111P17,-.0*--S- ®';';',1* � ''-.,W\/��' WW �^ �� \ /N y SANMH�6 �� �, \_ S",A6+5500 ® ;0*,-��, ���TF=22:14- /sna Hsoo ` ,o"INv IN-2s.9T JJ S DENOTESSEWERsERvlcEuNeo N oTF62.0 ' 10 INV OUT=246.8]- STMMH�fiN 8V N 24950 /% TF21.4 , DENOTES PROPOSED HYDRANT ASSEMBLY CO /-....p.� � / _ NV N=25680 ® LL/ m O 10 INV IN24]55 '_ % �! V - I 10 INv OUT=24T.5o \ 6 o'Nv ouT-2fi.8o - STORMTECH ISOLATOR ROW `,�(`� / Q 2'NV OUT=2J 30 ® DENOTES PROPOSED M.J.BEND a _- ��r.J �" �� \11� STA J+SD.0� -�� �< O�m 1 - CB#J � J �.�y'" � **047 ' DENOTES PROPOSED VPLVE O ce N3 /o- z`nvv ouT=23],00 L 2 F Z O -� I/ I� srA s+sD.DD �^��� "410., Q kdl DENOTES PRoaosED M.J.TEE z I.L W U Q O �T\ O TF=2s1.4o r ,2"INV IN=258.25 A"2A �`. „ WOU�'3 , 12"INV OUT=258.25 �c 5a /'_ MODEL 382OWOA / fT O STM MH}/3 © •�y ' \ \ %` DENOTES WATER SERVICE LINE \ ��, STA 5+fi3.DD �' rL,x d F-z614s ' 6 1 OTES. AREA - O� o % t'�° x�6k° `® Q - O ,� \� to'INv our=znso. \ /F'/�.`L \ - `` \ ,.mNTRACTOR S RESP rTO FDR o irlG ALL Q O P �� ,2'INv our=zsB.DD � � �� G�F. '` MwNTAIN 1e vERTICAL ` REau RED PERM Ts PR OR To coNSTRucT ON U U m _ _ A SEPARATION BETWEEN \ 2.SALVED EE TVPICAL LOT UTILITY LAYOUT DETAILS LOT GRADING W a (l, �,. ,,, ..�� ,O \ WATERMAIN AND sANITARv �\ '\ 5.��TaACTR SS RnLEPaoQIIREounury INVRRT cHANNELs J )(4<i/ 4f R.TYP J /r�nT � �/ ti \ \'\',-, AND BENCH WALLS FOR ALL SAN TARv SEWER � V � Z/(� I �O O O�,LC'j�, N� �®y� /-1. �: / �y`L 6d� \ C�°� � \'': INSTALUT ONs Q_ W 15 O \, �y 65' �a x�y \ 4.EFI TOR,HALL FIELD VERIFY GRADES oN ALL O 1 �, ga® GF% Li Exlsr Nc MANHOLES THE NEw SEWER LNE wLL BE c/ F F F! O \ • 9T \ o. Y � G�F� e� �� F� � P� '''-',\`')" ��� a\ --( �`�-a s.mNTRACTOR To cooaDINATE evPAss PLAN AND 1 t r, } F , O O l �,� scHEDULE WITH scsD PRIOR To BEGINNING SANITARY z LO- (5 o'''','\\0', L / ���" \ti ,EWER RELOCATION. z O L�� ADGR "'L �/ \ ° - �� OP Off\'D \ - - J O5 M �� z azo 4DD,E~S. �7� J � W Q °'�w G'F� � OO 6 �� � cNv • \ "YO � SARATOGA COUNTY � (� F D.Z 15 OaPTMOUT F' � / /� \ P O O� j � ��, � �� SEWER DISTRICT�1 Ll.l\ J �N} ® � /� \ Q ,',tib O O �� - , \ 0 Approved Q z ;G� �� `�"�,� GAF // \ �'^� % W Q z Q O G.,.-±2.6e+26 , \ ♦ 1263 a F F= /- !\i+ / }\'� �� s c \>Z\ / r W<-7° CF= \ of Q FF.=1265a ' Iphi \� /�ti�5, 1 '' /�� a s W w 1 4, r o i�00r/4 / �� s ` ,` GFS,0,' Oar J '1 0, y° Fi WN z o o 1 '\,. /+„_ _ / • �� P ��`- SMA A5(UNDERGROUND NFLTRAT aN) / 1 �> n6 c��VO° 1.1. U U O l -- t u� , �, STONE BED WITH,8 S2r5705CH"-7"UNITS Z' ,,Air, (�_w,ø f • .. �°J ` P9,,,,„,,,O v // // ,„,,,,,„,,,,„,,,,,,,,,,,,'Fra".'''' \% ► i ♦ yo OP O� A// �_i / \/ �,�"650 � / r RE-c,r DATE ev OD�L 620 DA HYDRANT ASSEMBLY ® reevs Drvs vEre cwuw coMucrvTs s/,s/,9 so - - I! , OV o k2�y /\'D S'. /'. / roN RT To ao soN I ., w,•EHRs TT2v,9 s,o G F'2.. cS / o E�F'� O0Orl/� sin+noo / -./ / p / s�•�•1D NV N 25].35 / -/ 59 4 / o LICENSE NAME OF m v ��` 8 INV OUT=255.]5 'S / 8 PROFESSIONAL Iii,_ o �` / / rluuuurr 11634 � / q CF-$,165.4 (�G':+265, _263. F F.= b 0)'', 'VSMA q2(uNDERcaouND NFILTRATION) / IW V- +2654 I � ��� I /5.'-------FA=,,,,,,,,. STONE BED wTH 1 sroRMTECH Mc-SsoD uNlTs F F �� O1114 BOTTOM OF STONE 2E522 O TSP BOTTOM OF CHAMBERS 255.]5 L�I �I �.I� OP OF TONE 260.50 1��I 5\ °010\ o ,2 0 ' R6R I L- I/ I\ \ ,2INv ouT=zse4o / �,% j/ s / AD Ess / / / ,,,:,,F-:51 6 ® a FT wDE sEAsoNAL / 5 i1,01_11,-, `/ usE aATHwnY /.l ./ /" // SANITARY MANHOLE DATA AR / > f T�11�1U,1-{ 1_I��E ^ , / STRUCTURE NAME ELEVATION IPE INVERT IN 1. ,PP, 1 I ,I, 5 \ / / EXISTING OFFSITE MANHOLE 260.90 10-248.53(TO SAN M 7 PROFESSIONAL P m.o. LICENSE NAME OF "\4- // // / /25g/ e H N3 OFESSION ",___\ /� , / / / • SAN MX yt 262.91 8"-254.00 fT0 SAN MX y21 rrurrrrrrrr (-{- © / ' / j/ / SAN MH y2 263.02 8"-25090 IFRtlM SAN MH p17 8-250.80(TO SAN MH N57 / e SAN MH y3 26080 ,0'-248.51(FROM EXISTING OFFSITE MANHOLEI 10 248.41(TO SAN MX N41 �� / /- / /// TOP SAN MH yd 26,.50 ,0"-24802(FROM SAN MH y3) 10•-24].92(TO SAN MH y57 -"��' SAN MH N/ / / // // e SAN MH y5 262.01 0'-Z24J5551(FROM SAN MH T'1, 10•-24].50(TO SAN MH y67 �� SAN MH N6 262.14 ,0"-2469](FROM SAN MH N5) 10•-246.8](TO SAN MH N]7 TF 261.50 / q =248.02 -TT/ 10' IN OUT=2492 / / SAN MX y] 261.]0 10 246.]4(FROM SAN MX y61 8 246.64(TO 1 / j STORM STRUCTURE DATA / e/ SCALE STRUCTURE NAME RIM PIPE INVERT IN PIPE STF=260.80 /¢20 ELEVATION INVERT GUT ® RECORD NO $�7'${�{{ $b'$ 0"INV IN=248.51 f /_ ;...----- ,-- • /' CB N1 26135 12"-258.15(FROM CB N2] 12'-258.15 ITO STM MH Nll rj M T�'i'�S ER 0"INv our=246.a, i -: AP REFER P MR i //' ce N2 261.35 12'-258.30(TO CB ytl 1 2 ENCS No, � / ----- / CB 03 261.25 12"-258.25(FROM CB N41 12"-258.25 ITO STM MH N31 / CB N4 261.25 12•-258.60(TO CB y31 a Ci -'i/ /- / GRAPHIC SCALE �¢ I ,/ i// ,--- ---- CB N6 259.90 12'-25685(FROM CB N71 12"-25685!TO STM MH N61 7 SHEET TITLE. P - C9 NJ 259.90 ,2•-25Jtltl(TO ce y61 =D,5,o_ '� SIN FEET>•� e0 UTILITY PLAN //� 26p/ STM MH N1 26110 t2-25]35(FROM C8 Nt] t2-25].85!TO STM MH N2] / / STM MH y2 261.65 12"-25].25(FROM STM MX y11 24•-255.]5 ITO) 1 INCH=20 FT. SOUTH rVc //'//' fI /'// / / STM MH N3 26115 12"-25]50(FROM C8 N3) 12"-258.00(TO STM MH N67 v, s�/ I /, STM MX y4 261.65 ,2-25].35(FROM STM MX N3)18-255.]5(Ttl) Approved b the Saratoga$nn s Planning Board under authori of a resolution SHEET: I _♦ ------ / PP Y 9 P 9 9 tY 1. '_...01, _��• j / / / STM MH y5 260.60 12"-25665(FROM STM MH N6)18"-256,00 ITO) t ,--__:7- rr` / STM MX N6 260.45 12"-256.80(FROM CB N6] 12 25],30 ITO STM MX NS] adopted 8 y © w w / �/ P / Chairperson: Date �� 6 1 F'0,'N NE'L',.:''EC'IIEE‘C'DHAALE/Sajf L'I'Al-T 10 N AOAFT:B?a IIA'AZ5EVA'ITAZE':11,7S,PDLiF PLANTING SCHEDULE NW ilizi 0 2,LL ALRA,AD,,,,EsDITE,,,,,,ARE Dx-BED-D il,"EER/z"°'R' 0— KEY COMMON BOTANICAL SIZE NO. REMARKS , inn.. FINISH GRADE A RI'N'ARA'n'EFU'ASLEI"E'"""E'El'A'AA' 7P7ILN 7:oF THE sIDE„ALL 6-,hIT 6 /3.6 '4.,..."-.. vA_.....,,,,,, ,pii11111111111,iiiiiiiiiirlil, A ABFAE:ESDE BAUTA511Ai'1IFFFFI'M'70'AF'E'I'M"' 17EN'1122'I'S EA1'A ','A'S'HA2LAD'D'/AIMAE'A \A m---nm,\Y VMS'S, I'A'N NAV I...M.VA AT/ 4* \Y4 AV//711. .....i. WAVA A' B gL7RBAIAITALHAFIAL'ANTS AND SEE DED AREAS N°AE PIAGCH.E"N51NU"S.1A,F°F EAC'S'I'U..A7MG TEST IED:AN12:ETrILLISTIFIIHI-rE5R",BIA4LAINSD (n (2, Eig ,,,,,,F,E,ANFEHPN,FANFRFN RNADITEIF EININIEERI WARMTH > Ct -1 pc''':11'11'1NP'1'1:'„Ctc11:1N11^cAcY,c1AE'11,111°P'111°ENDAIEND°R 'i.',11.;'111,";1111q::°.,;!"i171-471'1 0 SHRUBBEDPREPARATION/SHRUB PLANTING 0- iii LY,.9i 8 E FIHDD:12,1AlyELSPBEECVEIO HEREIN, Z2700'05 S'IF"""55 I''L" LIGHT FIXTURE SCHEDULE 1 5 (”< 714,DrsrZFALEAFFEE,:-"E'NEF,A7.71's'AR , A \ 8 LI 1-t T'A,IFTUARRAXE EPE.Dg 5:AL7EGBIE'NINC°E ,, \ ,DEaFEANIF POI'NfEiEEE'El[eOF'BEB155 ,,Ir PS-1 \ „, TO BE PLANTED IN FRONT OF , 7tI Ce ° /APPLICABLE STANDARDS PICTURE WINDOW OF HOUSE F A I'VADAR'SFRIEFERAEAAESE'D'R L SA AN 7 I I I I I I I I NS-1 t,\ \\/I PER OWNER / 1 VZMETEEs'''BE A''''275"FSBEIFRENO'N"'A'L B'7S A' / I 5COBN=150N '''':7 < 4' E5o_F PA-S GB-1 4 • (7011 6 l's_l ‘0,7-1FIN,-.EavAraE ,, ,AS-5 '''• \e______ ,0,10, , _ \ a< an— ci-;1.7. ........... 1.„ P5 0 z SI g GBV 1 ) ,DEC:C.,76„NO,,C, HI '\ , LOT 1 LOT 2 Plicigisa351:Mi TO EMOUTH DARTMOUTH LI,AGAHTIc HHOEIZT,NG DAADR:E0SuS,„AADRDERE' 1 DLAA'C'RDTRE2 1AD°DTRES4S illoil ipLAA2D,R1Re„ EIl'AD'D„'„E:!TH r L'CIR:10'7:ADH :7a:;1)114e#7.‘:*"/.."e4.;*;'.1 cli.:14,j4*,,, FiEGATTA VIEW , A , , 4L'.1, e'„, ' -'/' • 1 a 1,--=Mr= ffin. PaRTHE i 4710,4,0%..tiv7„--,,,, „410,/ \\,,, ',;,,,,,,,,,-,' 1 po_., i. i Nw.:';',/,' 1 CON66,TO 5,61 NO ON COO,O1O 5,, 1 ,:iA_1 11-1*.a.41.1. ...711-tileigh.Z7:M.131.,74fra=6'Uromittli#.3„44,41M*N ,'''):1:::,,/,1' 4, 4,;Ak' /// • e;, 1 1,&f,marMIMMEI 7R rIThaiiir•ib ,i,- ' Willial---Wiffir#7c\o' ,/,,„ . ,1 ,1 LICENSE NAME OF M S-2- '7,61:1671111 -te. IL- -- " // PROFESSIONAL 11111111111t Hirll 10 15 fillialL1111.1.!MkPl .5.5111661PfUlt** • ‘ '31, ''''''','''''''' , # '''''' / , --- All I- =bad I ' -1. a A 31 • I' 1 /, ' '1„,,,,,\ QP-1 ,', // - 0, 1 IF A ALL ADDTESS 10 ADDRESS 'AD'1 AS''' ''''' i. cD' ,';] ,,I i ALDD,R,,,1R2 jESu ST,D 71,2m;El r cR,M,T H D A RD TR,T H f. 110 i i ---'' --P' 'fr. _'-'__ --;- -- -"'' ' • LICENSE NAME OF , PROFESSIONAL ' "H .... .'s 1111111111111111110111W i, c, i.--, 1 min iirio(1000,0_,_- _ -- ___---- R - \\ 'DED'c'"D"'HE Aluinowila0011°Lf--1'' ----;- 11\ - ,,s-r-E-': II, ' Approved by the Saratoga Spnngs Planning Board under authority of a resoluton 1"=40' 0 ' ' ------------11:1------------------_-==,,,---------------- ..-------", ______---- _______-- ,Isrp'A"-ZZEAs'Al- adopted Date l' ----___------_„, -------------- _______------' '-',I, , PLANTING AND 4, „.. 1 ---------------- '''''' E No i SHEET i'. E--c- \ ---------'___----------' ---t------------.. 0.5 9 of 16 ',.' 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LICENSE NAME OF f IENiTF.PE0',Sill'OUg0=R SYSTEM,),0 1 ,,,ENTAL I I, 24 23 ...-1, ,33 r\ml EEMSDAsRYANTNsSc-FHPFUDCLM PROFESSIONAL L.,' Illifillillt ,' TEIH,,'/IRSOWN7EUNT))7014140V),I'l'PS=4,,PWLZSENURAELPTCURT.VHUIEN 5 ')A D 4 RD ZI',E"" DARTIRTH eT,' ,.,...„,' s's.„,,,,E/s , ITDVI EU'RD\1 ECTEOT H°LANTE STTS'PIT HSTAF5is rj DA,OF T HE NONCOMPLIANCE E‘,E NT U4PDZEU' 'PURI‘'E'T)1, ,4'ARD"E'' DRIVE 4 DRIVE ADDITI'Al-ERC'S'"'Ervrsi-e.'R'E'l'1_1_,T7'pTIEk,i,GoNN?17S: I , VIP F.1 __ 1 - - 1)''''3''''''E'''E'70FANE'T'DA'ATD:',INi'EN'EREi:ANNITT:‘,'1:LFTiEFFRT,.°L _-- — gr i .,, 2)'401LEIES 117LDRIST):GRETETI'D‘LIFPFN DS'''''71:4;7'7 UU"N SC''FSS'1' I -WI- ,•‘.....01.101.1001111.1,410W 'adielrOgi ."'-.>'.°!' 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FRONT VIEW SIDE VIEW „„„„,,„,,,,,,, ,,,,,„„, • —v.)- i m,,,,T,T.,-AsPrEE,IrARNT NOTES: APPROVED: CITY OF SARATOGA SPRINGS,NEW YORK DWG, I LICENSE NAME OF 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Pedestrian Curb Ramps ss-io iiir:i.,ci 1 1'a% I;. FoEiliiEisT:IFI7YET7Tailt:ii:EActT's 1.Tor.72tiUMMIZicuesTssorndsgrZtiL72t7=iie USES Approved D'IRCEE'L Iidal'I CLUSTER B..L. PROFESSIONAL 41) 2 ,... :, •' ,- , g,`,,,o-,?0,,TVIA,r17,0-nEc.R,EsIZTT 3 Mice's Z':'I h o I d b tll d 12 I o b P c I: 11111111111t CURB RAMP — SS DETAIL SS 10 Ant19.R.ENCE (?" LiceoseACDSEQ-08-13-0012 Approved by the Saratoga Springs Planning Board under authority of a resolution -1'-, ll-M- -1111 adopted Date -l'-o aZiAWAUgEPT0- 0 MAILBOX KIOSK NOT TO SCALE ;, DEEP CATCH E CATCH BASIN - , .:7 NOTES: ALL DILLENS'"I'L "LES"LLIE"ISE"TE' 777;;EFFSFETEFF2FIEFIRESICE *g'Ir7C7:2T,InNICrti'll-VOLU, --- \\ ',3'1111,7 707'MS CIJE1',,TZ;',','6ZPUL?IM'I'EltlEll," -N,.........- ,......, ...,111111 LICENSE NAME OF f PROFESSIONAL , r „NCRETE SIBEWAL6- 8 2','8-4=,‘,/r1CXFrOTEASA'AS ....,_---- i I I.''''11--'' '''''''4 I I I I I 1111111111'....,.iii...,Ili.....-,..0 I...._,........... •MirirEUMM,,,,....A.,, ) \C',( .'it:`,r2g,'N''''=,-'-'4,':,;=`'' Fo'N'EN,F,';'''' Nlik-'' '''''------- .NM°,VALMITEANIir.r6,,,,,,,,,,,, FidaianiEhainni`E'... t:g.,,IN',..:-11VO4rACI;',4;1:f7E 54..'1401,n1,';g \ e0,„,,,, POTANIGAL NAP5 HEIGHT Ott TRUNK U1 A 'n,ie'E RECii FoREVERAF HE Fr 5 da r 1, 'Z'Z''',,,1 u",t,m-rf-ry "'GIN' .....,, , . , , ___..--- DETECT.,WMPNIN,M,MEDIAN IMLMNOM mr,m„mLmm,,,,,,,,m,cum„m[s,o.„.,5,m. ..BEWEVE,,,,,r,,,N,S,EVLL.LE"".'1°.C''...E ASPHALT I lei ,.'::No,c. .6 6666,666 \SVIADREPS)ARLA.TH - 21-:......1.3410.-Cig:_............. _ 1. 1 '1 861.68-,MIN ill .....11..._..„. .................."- N.T.S. ,' „itlItrAtiV24 ,' DROP CURB AT RESIDENTIAL DRIVEWAY / TREE PLANTING DETAIL N T S DETECTABLE WAFtNINM AT ISLANDS DETECTABLE WARNING AT CURB RAMP N T, DETECTABLE TEXTURE WARNING DETAILS N T S SITE DETAILS I APPROVED: iii3,20. mARCDWDEA.FATOGA SPRINGS,NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS,NEW YORK .G APPROVED: CITY OF SARATOGA SPRINGS,NOW YORK DWG' 1/13/.1. STANDARD DETAIL PLANNING BOARD DATE Type 1 Driveway(Resiclentiapss-12 PLANNING BOARD DATE E(EBTADT,ANEILNE,s<D[kTsLTJARNAtpAl:HNEIENG,A6UTI,)S ss, SHEET: Ob PLANNING BOARD DATE Tree Planting L--1 4)DECIDUOUS PLANTING SS DETAIL L-1 6)DROP CURB AT RESIDENTIAL DRIVEWAY SS DETAIL SS-12 4)DETECTABLE WARNING PLATE — SS DETAIL SS 11 12 of 16 NOT TO SCALE NOT TO SCALE 1 � �o CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS fn c-1 ,1 = W J 2s,;SAME FINISH As POLE z e.POLE OETaLs R FI.uRE 1.THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE O 3 CITY OF SARATOGASP"E RIGHT OF WAY ANDlOR WITHIN THEAPPROVAL AUTHORITY OF THE -zn VOLT z o� sE z J Q PLANNING BOARD.ALL MATERIALS MUST BE FROM AN APPROVED NVSDOT SOURCE.QUANTITIES MAY Q a\ a VARV DUE TO VARIATIONS IN MATERIALS.PLANT BATCH TICKETS SHALL BE PROVIDED UPON H ,\ REQUEST BV THE CITY ENGINEERIF"APPROVED EQUAL"MIXES ARE BEING PROPOSED,PRIOR Z 9m. oMMARLE oR VFR J ,1 J Approved by the Saratoga Springs Planning Board under authority of a resolution APPROVAL SHALL BE OBTAINED FROM THE CIT'ENGINEER.SUBMITTALS FOR"APPROVED EQUAL" W W - ACRYLIC ACURN LENS �41 � MIXES GHALL BE PROVIDED WITH TEST RESULTS FROMAT LEASTTHREE(3)PREVIOUSJOBS - �sTTWISLoc,FmER 0 5 6 I adopted 2.WHEN AIR TEMPERATURES ARE SD DEGREES FARENHEITANO BELOW,ANON-CHLORINE ACCELERATORIS REQUIRED PER A.C.I.SECTION 306R-S8.WHEN AIR TEMPERATURES ARE 90 -- 1- DRIVER COMPARTMENT W ii - T/a cN o W�, DEGREESFARENFINIOABOVE,ANINCREASE IN RETARDER ISREELIREDTOC ITROLSET TIME LECTRONIC roTo", Q CsrREET soE) � 21.� -, � 0 , ..l. . \RaREi ENOATION FACTORERs S 3.CONCRETE SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I.AT 28 DAYS AND SHALL \\�(U' CONFORM TO THE NVSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 601-2 FOR CLA55"A.MIX(OR O '2' No DIRECT eURIAL O 'z' APPROVED EQUAL)- ���I LLJ 0.;-- e caoUNORooPERN.E_c LJ ONOTE:AUPERPLASTICIZMAVBEUSED TOINCREASE 6LUPANO WORKABITYWITHOUT MJNEE.THJ NC T,sSTrGTHE WAER-MENT RATIO.UPT020PEROENTFHECEMENTNTENTMAsic M E NN°L°- „.,,s,ONE: UBSTTTED WITHPOZZLAN-THE INITIAL SLUMP PRIOR TO HADDITION OSUPERPLASCIZERo o J IS APPROXIMATELY 2INCHE5 T031NCHES. W #L7 N E �o� ..�..<20,-- STANDARD PRocTOR �o d' 4.ALL SIDEWALKS CONSTRUCTED FROM NOVEMBE'(THROUGH APL 305HALL BE TREATED WITHA N J d� PENETRATING TYPE PROTECTIVE SEALER PER NVSDOT ITEM'I'''' T-03 TO PROTECT THE FRESH 'D 11.1 Q CK Q z Ce, v SURFACE AGAINST SPALLING CAUSED BV SALT INILRATION. L-1 J O m V LL O GRADE ALUMINUM a ALLSLIP-FORMCONCRETECURBINGSHALLCONFORM TO THE REQUIREMENTSFORACLASSJ r z cLE Q 0 4.E'.>' NOTES - o W cO PLANTING RED R x CONCRETE MIXTURE(OR APPROVED EQUAL). coNSTRucTION LLJ-O o ''LOFrFL RFaPSA s s`ALE e olu,::TRE,ITV:ECTRI L:W O L SEE DETAIL DE AIL �.ANV CARIFICATONS,REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO W W - Q ,LE D_-F.,8 B /-S APPROVAL OFTHECITYENGINER. ' — U o PA MENT DETAIL //// DETAIL g > o x R.E 'Illlil11±1llllllllllli g'ia ,aPV6 ------- �m Q d� BLAOR FINISH w °eo,,,F, E �s S APPROVED: UWG No CITY OF SARATOGA SP Q ,Q RINGS NEW YORK Q� � A,REE ODOR �I I II I II I II I II I II I II I II I II I II I111111111II I I�__ z z ,/19/2D,D U "`ieEo";"e°ocaE�ti>"waa'esEo STANDARD DETAILConcretew a �o ER o —IIIIII—IIIIII—IIIIIIIII—IIIIII—III—III—IIIIIIIII—III—IIIIII—III—III—III—III PLANNING BOARD ➢ATE S 7 e C l t�I C Q t I C IS1S4 7 J SFO is EH°�z OF,FOR:E.:'', WASHERS,s IrvsH DT,'iztrvc�o°ANOEaLaR Y,,E�K.,7,.rvANOTEEs',,EsEEas`. z,, Q Ce ocTAILs( ROUE J�5� ��N LL W ,- t-°Eto�"Fi,'PA,tRN°L`'o�R o L a a LE a BOULEVARD CROSS SECTION CONCRETE SPECIFICATIONS — SS DETAIL SS-7 F a re AN HOR HOLT= w41) Z y J w m J NOT TO SCALE NOT TO SCALE ' DDDR /n o D o I.I.I O O (CATALOG NUMBER: E Z C V} PT-R505RLE-S-4AR22T,-MDLD3-A-,..,1T4/BI( a '^ z SEE PAGE 2 OF 2 Q SEE PAGE 1 OF 2 d 20� VJ W '6 F d LIGHT POLE LIGHT POLE BASE TEPSFORAR E ENENT AREA TG w < BE REPLACED WHEN ROAD EgWCU OR FUTURE ' J � } SUKFACE 15 EXTENUEU / ^ F ®NOT TO SCALE ®NOT TO SCALE /L^CL NATURAL TAFER w r LL }O O WEARING COURSE "—' BINDER GOURvE ;Al; Q Q BASE COUKSE vJ � �O TOP COURSE-NYSDOT ITEM 402.098302-9.SF3 H.M.A..80 SERIES COMPACTION —77-771,77<.:.,</,‹/,‹/,‹-,‹/,«/«,</<,,— �� %�jj<.:,<�/,‹//‹/,‹-,‹/j������,</�,, --E.— O< 666 CITY OF SARATOGA SPRING'S PLAN NOTES 0 LL O TACK GOAT-NYsooT ITEM 4m.aiDz D1wTEo TACK coal BITUMINOUS PAVEMENT TERMINATION O Z Z O Q A 1 III "�.)ALL WORK MUST CONFORM TO ALL FEDERAL,STATE AND CITY CODES,SPECIFICATIONS,ORDINANCES,RULES N1-5- W ' BINDER COURSE-NYSDOT 402198902-19F9 BINDER COURSE H.M.A.,SD SERIES COMPACTION AND REGULATIONS. IL Z F Q O141 do��' PG BINDER(LIDUID ASPHALT)GRADE SHALL BE PG-64-22 2)THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC � O �U COMPACTED GRAVEL- VERTICAL DATUM.1929. oRAviN ev sTo EA N a 1. ,..7 NYSDOT TYPE 2(SECT 304) 3.)ALL REFUSE.DEBRIS AND MISCELLANEOUS ITEMS TO DE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY c„cw: eco COMPACTED TO 959 STANDARD PROCTOR. THE CONTRACTOR TO A LOCATION APPROVED By THE OTv ENGINEER. EXIST.PAVEMENT NEW CONSTRUCTION �y/j/''''jy/`.`" PAVEMENT COURSE BON tR SE COURSE LEVEL 4 CONSTRUCRIONTORCONSTRUCTION INSPECTIONSSBY THE CIINYEEITr Ni RHORHA DE SIGNA TEH'E PRESENIA IVE ARE �/�`��/��/�//\ <0 RQUIRED.THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. %.��// SUBGRADE OMPACTED TO 90% REVISION 5,a.s n«ATA.E /�✓�/�/�/�/ sIANOARo PRocTOR PARKING �-�/z' r' a-i D" .,��.n.,<<oKa„� rvo //������� LOI M1UQN s.)coNTACT THE Bu1Lo1Nc INSPECTOR FOR A RLasnlNc PERMIT 1F FLASHING is REQu1RED. REVISION DATE ev Vl�/V/,V/,V/V IVB ii\\� STANDARD c0 8.)THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY cnr ',7:;:vu /T�/\/T\/T\/Ti 1-1/2' 3' WORK WITH _-- 1 ROAowprs NLR ca wMLLH V ���� ROADWAY 12 MILLION IN THE STREET OR RIGHT OF WAY OF ANY CITY STREET ROAD OR ALLEY. / '''''''S''''.';'''''''''':' Ir LNu 3T�CT�g TCM HEAVILY T.)ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL Bf MAINTAINED TO PREVENT TRACI(ING OR FLOWING OF E����/Ii.� To z of nL�sL�z TLM TRAVELED/ <30 SEDIMENT OR DEDRIS ONTO A PUBLIC RIGHT OF WAY, reLvs orvs Psre cwAzw coMucrvTs s/�s/�9 so TRUCK 2'� 4” �2" M1Lu0N SAWSCUT DEPTH OF PAVEMENT& � mNVERT To vao Vls aN TTsv�s so LOADING S.)NO CERTIFICATE Ft OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE TACK COAT ALL SURFACES PRIOR WITN THE APPROVED PLANS:AND AN AS-UILT'DRAVNNG HAS BEEN PREPARED IN ACCORDANCE WITH THE TO PAVING EXISTING GROUND NOTES SEE NOTE 2 REOUIREMENIS OF THE CITY ENGINEER. 1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFPIC VOLUMES AND 9.)THE APPLICANT MUTT VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY LoaolNcs ARE NOT ExcEssvE.BASED oN ANT1c1PATED vowMEs AND Lonos.THE'Tr ENcwEER MAY REou1RE STRucTURAL PAVEMENT FIRE RucK HAr HE FIRE DEPARTMENT DEs1GNATEs / LICENSE NAME OF sEcnoN To sE wcREASED To cARRv DESIGN LonD1Nc. SEE PIPE TRENCH oEIaL ss-6A ��� z.ewoER To eE PLACED w z-z'uFTs/TACK GOAT eETwEEN. � PROFESSIONAL 3,THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES,ALL TESTING SHALL RE As DRDERED Rv THE c1Tv ENcwEER AND SHALL sE PaID FOR Rv THE cNTRacTOR. 111111111111 4.NOTIFY THE CITY ENGINEER 48 NOURS MINIMUM PRIOR TO COMMENLYNG PAVING OPERATIONS.. PAVEMENT SAWCUT ASPHALT PAVEMENT N1.5. N T s APPROVED: CITY OF SARATOGA SPRINGS,NEW YORK ASS No APPROVED: DWG NO APPROVED: CITY OF SARATOGA SPRINGS,NEW YORK DWG NO CITY OF SARATOGA SPRINGS,NEW YORK 1�13�2010 1/i3/loll Pavement Termination 4//2 PLANNING BOARD DAT10013 STANDARD DETAIL Asphalt Pavement SS-5 PLANNING HOARD DATE STANDARD DETAIL Plan Notes M-5 PLANNING BOARD DATE STANDARD DETAIL and SaWCUt SS-6 ®ASPHALT PAVEMENT— SS DETAIL SS-5 fio PLANLE NONOTES — SS DETAIL M-5 e PAVEMENT TERMINATION AND SAWCUT SS DETAIL SS-6 NOT TO SCALE NOT TO SCAT TO SCALELICENSE NAME OF T, °' PROFESSIONAL a POROUS PAVEMENT SPECIFICATIONS: Pwn PNoournoN.IF THE TOP couresE MIATURE Is PRDoucEo IN A HATCH TWE PLANT ll/ll/l/l/ll ALL i,J.,aSPHALT PAVEMENT:HALL MEET THE sin:F1 1.,FR NYSDOT ITEM No.azoso'To'De. reE face 'aivcj�M RE 1/4”RADIUS THE MCAT FIALs AND c0 R THE PORous ASPHALT pAVEMENT MIVru RES S."MEET THE REouIREMENTs FINISHED GRADE RECIHED Iry§40�-2 MATERIALS 6'(MIN. POROUS ASPH FE GRADATIONFFF D us II111 I I, SEE DETAIL SS-5 FOR PAVEMENT LLEo FEDUIFEMENTS POTENTIAL SEDIMEM LADEN WATEF FFOM FEACHING THE j� AND GRAVEL SUBASE REQUIREMENTS $���;� PAVEMENT SURFPCE. i, M,LL IN.) ANO STARIUZEO PRIDF TO SCREEN SIZES GENERAL LIMITS M.PASSING THE SURFACE TEMVERATURE Is eELow so F MIxTURE ON A WET SURFACE OR WHEN /Y//�%/jrl' NY SOIL DISTURBANCE AND COMPACTION I NCN 85�0o OP 3 ��`C��/� CAST-IN-PLACE/SLIP FORM 1 N ENGINEER IN CHARGE uRS B,P eE,LEANED To TUE.SATISFACTION of THE � : coNRETE cuaR a'(AFT aN,DP Aoco ,NIGH M-Ts -- SEE cINCRETE SPE'EICATI'S- o <sasD,Io,oR PORous NO. ,0-,5 A MECHANICAL i 9� DRAWING SS-7 NT RURRER TRAcx PAVER To PLACE A:MucH OF THE MIM AS POSSIBLE. //,T �qu'4,,,B.::u '�/// OO'4, GRAVEL CDMPACTED TO R:n"WASHED o (, o a o J I I �TDr DEN(2�ATH Cu) EO wTH A CAT MOUNTED RPPER.TRACTOR MOUNTED DSC NO.200 2-4 UFS BEFORE PLAC NG THE NExT COUFSE OR ALLOW NG TRAFFc R L/j oo4�� 95%S D.PROC OR NON wovEN cEaTEMT LE FaRRIc ANv uND oN T. w����c SCALE: i//i,,80°>=9..., /i! 24 LEFE ACCESS RISERS g 0 1 COVER ENTIRE ROW WIH c!) R q INSPECTION PORT(SEE 5TORMTECH 5-140 1 NEAN-SARVEN -II-eFF 70.66' INS INSPECTION POP'DETAIL) TILE[OR EQUAL) Approved by the Saratoga Springs Planning Board under authority of a resolution U) ,, A 0 8 WIDE STRIP LU_j MITCH 1E _j TO TO,Top ST" 'T F, OFFLARREI IN N SEAT MATCH OUTLET STUB INVERT AW T �TOOTH adopted _j a�, WITH 1RIFJCE INSERT III TOOTH -T ill 11 FETNI L 12 A L Chairperson: Date z cl�' 2" D,I GERIMENT CHAMBER IF CHAMBER OUTLET ORIFICE I UJF­11 SEDIMENT A TOOTH HDPE TE WE ME, 12 A HIPE ITINI PIP, 'ED ENT N PIPE PRE TOP MEASURED FROM CHAMBER IF STORMTECH END CAP PI/D TO N1,FLATI AT OF IPE CHAMBER AND ATTACH A FLO OPITICE INVERT CHAMBER I PLE T B ITFFENEP PLATE TO REDUCING 24 PIT AT,IS"DTAIH 12 24 HOPE ACCESS PIPE REOUIRED;FEE FACTORI ORIFICE AND OUTLET 171B P11-FABSCATED Ol A LAE"OF A"11T WOVEN 1EITEITHE SAO TOOTH PART A SC140EPE 24 1.1 E.FALI BETWEEN FONDAT ON S70NE HERE"�L'PLATE AND CHAMBERS co o co SEE OFF HEGORE PNITENTED SC-IRS 5-5 WIDE STRIP cl) LA 141.33' SEE DET LI NN 212 STORMTECH SC-740 ISOLATOR ROW PROFILE LU 4 DO YDPE EVEITED �4 NOT TO SCALE 0 ED c; WE,PLATE 236'(1 FULL STICK OF PIPE) FOR OIL CHAMBER cn co 11 IHS _j b .ED 1 ESPECTION PONT MOST BE'ONNI GLEN T'P'U" MAIN PIKE FEES I EVE INLET ATIG PITLET SHUB FORCE DID,A A C D 8 N-12 STAND PIPE KNOCK GOT LOCATED AT CEN T E A OF CHAMBER AN RES UP 0 DEL FL.WE RATE 2,ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED z z 1120WNEUX IF' 11 1­'21 11�lElG P PE�IINJ�N,11T�I TO NSPECTI N FIT ED 40 SCREW-IN CAP I-_ 1,50 CFA 140 1,12" 24 24 12" GAP jT ATERE I AT EL CHAMBER HNIMENCH Z 0. LL 4220W0Axx 36 — - 1A 115"139 2C 24"24" NO—EN G TILE M-111 END-1 LLJ L FILGPLAST 12�INLINE DRAIN uj<0 42 — - 12 12 BIG 111 1.1. RE COVE P BODY W/12 NXITIC HINGED GRASS AND FRAME - 21 111 DEGAI IOXI 11C')1E4E FOR PAVED 0 x A 11 11 11 14 2 /EE DWA#1003-110-045 TED 41 PVC 41 12 12 APPLICATION SFXR UNPAVED APPLICATIONS) ART - - — a 4, D COUPLING 1PARVANNI IF TO" NV REDUCING PLATE 0 11 DENOT11 A I HIS1 III OF 11 11,4,IF,3b.42.48.01 EO WELDED STIFFENER ELATE 4 SCHED IN PV�C __E.ENEFETAS'PT,W7 A AY-PA11 NO Es DISPERSION DETAIL III'MAX. 1A MIN U L) I ALL DIMENSIONS ARE NOMINAL (TO VIEW) _j LU < 2 ALL FITTING CONNECTIONS WILL BE MADE USINGA STANDARD BELL/BELL OR SPLIT COUPLER --- SC-740 CHAMBER (D UJ 3,USE 24 TOPE RISER EXTENSION AS NEEDED TO MEET FINAL GRADE II II II II II II II OPIFFORINAL 3/4-2 INCH CCXANI34EA A`1UOHLOLN SAW CEO DI CLEAN U SHED ANGULAR STONE Z ADS WATER QUALITY UNIT w I_- U)0 lqfi� C) z NOT TO SCALE 2' 1 IRE ACCESS P BE REQ1 RED TIMBITYPERSORADIDEARYPOTHETICS111-M .r CLERACT..PRE I.RED END BEED PRECT -VEN GESITTERT LE IIIIN CIFINGETION -WOVEN GEOTE,, .16� MCCAIDEPFAMPACCIPACIIIIIEPPSARW ET.NEAARGNA..E_UN.RE ADS 601 NON E'OI�F� CONNECTION METAL LU ILL CONTINUOUSFABIRCWTHORTSEIMIS ELS Lij— 0 I_-a-z ACCEPTABLE FILL MATERIALS:STORM TECH MC-3500 CHAMBER SYSTEMS > — :)ct) _J 0< AASHTO M43 COMPACTION/DENSITY STORMTECH MC-3500 ISOLATOR ROW PROFILE r8-IIII,STORMTECH SC-740 INSPECTION PORT f 0- 6�0 z MATERIAL LOCATION DESCRIPTION DESIGNATION(') REQUIREMENT U)0 NOT TO SCALE FRIIL I E A�111LNMUER STARTS ANY AT=CNAT IE PFENP�AGEAPER INT�E 1E,1GN E�Nl NYEE11 NOT TO SCALE w < >-F-0 z< THE TOP.1 THE.LAYER TO THE DIFF.E.NONUE OR PROG ENG AN I PRE VED IN IMBE 11 11=1AVET1E1TATRPLANPA1EEF ITENCIPLARS11 NNA HA EITRTN.EN,IATE A A�Nl cr E NO T , E EWN=ENT "' 'T A L U) G ANN U EN 2 S AGRAN S ENAURNA N SO'E.ENT 0� Lu< MAY RE PART.1 THE I LAYER AEG N COMPACT PRE ER21 11 CH A A ADD CHAI BE INS'FALL BE BEI INED N ACCOIDINCE ITH 0 UJ > 'ILL MATE" LAYER OR=LE"ASEI'ES F,11 MATERIAL AS 'N STARTEIR-HELF.-THE-DERMENT - =T.Tc,BLUE rHm S S IPEII'CMATE�'N'IS�HRLPLILMIEEETTHIL'ETNE'PE)'IISRTR�D NOTES STINE I I LAYERI TO 21 1111-A-1 THE I NEI 11 FIOCESC­AGOIDENATE REACTED COMPACHADDITIONAT AT ED ACT.F A 7E7,TAND APE PC A'U"FAIR LET X7FFP A L FLEPETORM CATCH 12"EFFLOPLAST INLIND DRAIN 0-0 z LL 0 T.P.DTHECHAR N.TET I DE51GN OF THERNEPLASTIC CORRUGATED WALL PARTS IIIINIF IODG,11ESOLID HINGED COVER 1,INSPECTION PORT MUST BE CONNECTED BER HAT PA.EN T_TFAA-R, IN 12 MARLIFTSINGAMIN 95% WALL 5TOPMWA7EF COLLEC71IN CHAMBERS S,OF LIN IRA 0, AT T STORM WATER COLLECTION CHAMBERS WITH J OR T CHROUXUARECOCAM BOUT LOCATED AT COUP ED SUREASEMANEBEAPARTOETT-LAYER BE USED IN LIPS OF A35O 4. 5 56,11,4Ry2T`GR DEN I ITY FOR WELL GRADED C"D F 0 LU �O EA,1.T.,Y�,F CE 11 NOR INAL 3/4-2 LEAN, HE I.AFTIX2�EVE2R,14 FPPCFC 2 ALL SCHEDULE AD FITTINGS TO BE tz THISLAPPER F..ARERIALANDF��I=L-TEESENSITY ANGULAR STOLE I/4 M43#3 THRIOUGH 11 COM GRANULA NWE�IDL LIFITADETI SO FVAXAFECATEPR. 11571�FNEEES 12 Of > ROGGERS MIXTURES, GRATE AIACGG SOLVENT CEMENTED MAKER—D 57 STONE SIZES ALLOWED) I PA T A..STANDARD GITGR RE NO I- ADIPLANSYNTEET-601TNON A 0 27)C) IEI RROUNDINGTHE C-NECRUNCEED.AINGULARSTINE THE TABLE OF ACCEPTABLE FILL MATERIALS AM A"N=EFFL.LUNS GROTEDIT HE AT @ CH ERS FOR STON E fN NOMINAL SIZE DISTRIBUTION ON 3.4 LACOUND N 'C' HASIN SHE LGEMER)TOTHELN LAYSRANSEVE BETWEEN 3/4-2 INC CRUSHED ANGULAR STORK HID L BELOWCH;- STINE C USTEDRAINGOLLARID)NE, PLATE COMPAIF OR BILL TO ACT III CIEHIP1 NHEIPI 121.1 FROM THE_Z STONE TO T IT E F (BO OMI N B N AT SIZE DISTRIBUTION A FLAT ON REA E ER ORTHECHAMBER BETWEE N 1/4 2 INCH IT4 ............AMIN B CLEAN XINYENDALAN`�/ULAP STONEY 4 SCHED 40 PAN 25975 .0 011111A. 1.ITEAS TEED ABETTO DESIGNATIOSSARE FOR GOADEATIONSONLY THE STINE MUST ACED BE CLEAN,CRUSTED,ANATUFAR FOR EXAMPLE,ASPENCRUCALLON 258 7512 MIN :CHEEDD 44.PVC COUPLING THEENINO STONEWOULD STATE CLEAL,CRUSTEDCAGULARN04FASINTO-)STONE CH AN --------- 2_TATERNATETOPESPOLEFOR TESTI NG AND F ELD DENS TRECREASUREMENTS ON OPEN GRADED STONE.STORMTECH COMPACTION REQUIREMENTS EALLE BY A E MET FOR A LOCATION MATERIALS WEN PLACED AND COMPACTED IN 9 MAX LIFTS USING TWO FULL COVERAGES WITH AN MEIINNI PEI ALI ENBREEI APPROPRIATE COMPACTOR 'EFOREPPS RAIEMENT LAIR HERIGNED 4 SL PIPE By OLE FROGN ENG NEER) FEE II 25� 4 INSEFT A TEE PART# A1,FE1,NA TV IP I ARE 4P2 FIRSTIP INSERT A TEE MC-3500 CHAMBER FIE WA 25425 TO BE CENTERED N VALLE' MIN I DEPTH OF STONE T BEDETERMINEL) AT COPMUNANTON, B SYST A By STE DELOGN EN ISEER I MIN NOR E'El 14'5�'H N N SAW AEG OF MAE BY STE DELOGN E CFA.N L 111111 11 TH 1 1 12�IN ISR E I MIN 77�-12 TAP CLEAN CINI'SHENERONLI'LAR ASTENEH VERT To sued Nsary 3-74SUETE N._TELaS) NO I Ifo DEIGN ENGINEER 1EI11NI LE FOR EN111 NO THE E INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS ADS 601 NDN-WOVEN LICENSE NAME OF DEAL'ED BEA,NO CAPAC OF SO FACE!71 ED SO LS ETHIC RE'ED N THE A S 'ASHTO HELD RE DOE DES N SPE F CATON'ED A T 0 N ALOTENTILE(OR EOUXU A 12 12 FOR EARTH AND LIVE TRABI I TH ION DEPA72N FOR IMPACT AND TION METAL PROFESSIONAL MULTIPLE VEHICLE PRESENCE GONNEGENS STORMTECH MC-3500 TYPICAL SECTION rg'\STORMTECH MC-3500 INSPECTION PORT SO NOT TO SCALE 14 AGRTE USq 14 NOT TO SCALE (SEE NOTE P) PLACE MIN MUM 12 5 PC AASHIO M28B CLASS I WOVEN PLACE MIN MUM 12 5 OF AA`H`D IS 2"CLASS 1 WOVEN GEOIECIILE OVER`EDRIN''TXN'TO'SON" GEOTENTILE OVER BEDDING STONE FAR IIXTR PROTECTION AT ALL CHAMBER INLET ROWS STORMTECH MC-3500 ACCEPTABLE FILL MATERIALS PROTECTION AT ALL CHAMBER INLET ROWS Sym, DESCRIPTION ELEVATION sym. DESCRIPTION ELEVATION L4 STORM C AMBERS NOT TO SCALE ISOLATOR ROW STORMTECH C AMBERS S111 11 MANIFOLD IINCHEII ISOLATOR ROW A— APE OF MANIFOLD IINCHESI A B- A­ ABLEPTABLE FILL MATERIALS STO INVEST IF MANIFOLD 6P INVEIT 11 MANIFOLD 256,95 0 LICENSE NAME OF OF OS111 11 STOP PIPE IINIHISI 12' MATERIAL LOCATION DESCRIPTION COMPACTION/DENSITY PEOUIREMETT © SIZE IF ITIC PIPE 1INITE11 12' PROFESSIONAL T BB DESGNA ION. INSERT OF IT11 PIPE X RILL MATERIAL FOR LAYER D STARTS ANISDIL/OCK MATERIALS NATIVE PREPARE PER ENGINEERS PLANS A INVEST OF STUB PIPE 257,05 25CAN AOM TH E T OF OF THE C LAYER TO THE SOILS,OR PER ENGINEER'S PLANS N/A ANNSDAPILAEPARAIRE'REH HAVE STRING MATERIAL 24"YFFE PIPE 24 HERE PIPE BOTTOM ON FLECELE PAVEMENT OR UNPAVED IMADE ABOVE NOTE CHECK PLANS FOR PAVEMENT GOP IF MANHOLE IFEETI 4G IFE OF MANHOLE IFEETI A TEST 11BGRAFE REQUIREMENTS. THAT PAVEMENT UB-BASE FAC BE PART TH A LAYER INVERT 21 PIPE TO ISOLATOR RAW ZLIT M 4157� 467,681,KBEAG NR I A INVEIT 24 PIPE TO ISOLATOR DOW 25501 C FROM ALE'EACLPTO FLAINCERSERMAECTS GRAN"ALA3PIEWEALLE=1,1 15 A 67 TE GL`DVE`1T I'NH E AFTER 12 JIS11IFFAYNEIF NE R [457 FINES MOST PAVEMENT SUB- 7',7E 1,7 16 IT ME El AT D BOTTOM OF STONE ELEVATION BOTTOM IF STONE ELEVATION 25AG5 LAVER)To 18 COMPACT ADDITIONAL LAYERS N A[152"] AXIS THE TOP OF THE CHAMBER,NOTE BASE MATERIALS CAN BE USED IN LIEU LIFTS TO A ON All STANDARD PROCTOR DENSITY 255,50 THAT PAVEMENT SIB-BASE MAY BEA F THIN LAYER IE2,IOLLE1 GROSS VEHICLE WEIGH'N OF BOTTOM OF CHAMBER­EXEF­ PART OF THIS LAYER NEED FRANC)-[53 IN]DYNAMIC FORCE NOT IN ELEVATION 255,00 To ED CEED 20,000 TE[89 FINE BOTTOM OF CHAMBER ELE VE 24 A F ME MN I BASE CI PAVEMENT M ENTDC"ITOPI"UTPAREDIELI — THE C MINIMUM COVER FIF FROM TOP IF CHAMBER T 2-50 TO T STONE...OND��CN NL.E.ANNALCIT�SHED,AINB'IUTL.ANR BSE'INEE�N A FF EMAEMD,`ECG FROM THE FOINDA A DIST 3,357,4 467,NO COMPACTION REGUIRED, BASE OF PAVEMENT 24 IF UNPAVED) AD FID.TOP OF CHA.BE A STONE(A L AYER)TO THE C LAYER 3/4-2 INCH A 266 75 ABOVE 56,57 MONFINUI(96 FROM'OR OF CHAMBER A- B— TO F=ECDAA�E,1ADV LATE COMPACT 01 IDTL TO ACHIEVE A A- TV GEPADEJ 2665 'K�m THOLE R A F-IMIDTHESS ST'BE BE'LISTEGHTAIL EFGO'T IL.E.ANN�LCII�IEHED,TAN�lITLOANI ONIEEN STANDARD PROCTOR DENOT, MANHOLE > NO UPGRADE A HE N S DIS A BETWEEN 3 11,4.161,5.� OF THE CHAMBER. 1/4-2 INCH 16,57 MARMUFM FINISHED GRADE ELEV-® MINIMUM FINISHED GRADE ELEV-® A SCALE ONLY �MINIMNM FINISHED GRADE ELEV-(5 MINIMUM FINISHED GRADE ELEV PLEASE NOTE 1 THE LSTED AASHTO DESIGNATIONS ARE FOP GRADATIONS OY THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR FOR EXAMPLE SPECIFICATION FOR#4 N.T.S. STONE WDULD STATE:RCLEAN,CRUSHED,ANGULAR NO,4(AASHTO MINE STONED STORMTECH CHAMBERS ­OLATDP POW STQPMTEWF CHAMBERS IS DTOR ROW / SHIP 2 AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE.ITOIRTECUT COMPACTON 1E111E1ENTI ARE ET FOR A LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 90[229 SNA TWO FULL COVERAGES WHY AN APPROPRIATE COMPACTOR_ M STUB EVEAT (MAN)LIFTC J lg�INVERT LFT RAN IN IN All SHEET TITLE (N)INVEAT A 1E MIN BOTTOM OF CHAMBER STORM 'TOF`MTE IT 'TB PIEF=TEECH ENDSCUAP SET CHEF PIEFABICA T ED END CAI ELEV(RER To OF I 1�� 24 GILATOR RAW PIPE DETAILS I ELEV BOTTOM OF FOUNDA A 12 MIN. A 0 TT OTOS EFLOEIVNDAgN 24 PITXC�l 1.1 PIPE STONE ELEV JD N OM SHEET ANNVF.LD PIPE POST PIPF STONE SECTION B-B SEC11014 A_A ANF.LD SII-N �CTION A-A STORMTECH SC-740 ACCEPTABLE FILL MATERIALS /I STORMTECH SC-740 ELEVATIONS to STORMTECH MC-3500 ELEVATIONS 14 of 16 4 NOT TO SCALE 14NOT TO SCALE 14 NOT TO SCALE XUBTFURNE. -LOT CNRU 11 ATIFER ROBVIN THIS DIRECTION C, IOCICTUALLENCLI BE, _AH_ 1111AM111IRCULSILERAILD EIRP­1.IMAWL­NX­ .=l1`N.=.FWXXAPM1 �1111.T NTXT_L`HN XF-D, BO--cFFFT - IT1111-1111 FAR 11 ARRAIRT 11"ISAVI 11 FBB.,NWT,BEL.B_.WB PLATEUPLATTE11PUT P. s1uA PIPES SUP-1-ITIA MRSI-FROBTE.WELL.E.—SUM.-PT PART#.STUBSB C O ISOLATOR ROW PIPE NA RIDIR-1111A 11 ONE I F GCOSUSTIRITT 11 RU. N. I , MIA REA NOTE ALL DIMENCONSARENOMINAL STORMTECH MC -3500 TECHNICAL SPECS. \,L5,/ NOT TO SCALE XGCEF`,TTSAN S.CXL AD ABC PIPE FOR ICEL INSTALLED D ROAD SMALL C111111-Ij R BUILD ROW IN 90 A ACTUAL THIS DIRECTION AI A A m c 104 ANDELIKET "TES"1111111-11111 'SE WO IT NWTXLLE1 ELENCTOU 111 111 114' CHAMBR WE 4" XUBC MGMHUT los M INSTALLEILOFACD STORAGE 14 A GO- MT =`TUA FEES ITIBI AT BOTTOM IF END PAT 'OR PART NUMEERS ENDING - I SCLATC1 INS ARE 'TUR, AT TOP OF END CAP FP PART NIME111 ENDING SITI Y, Em PART# A A C SC14DEPE05T 11 1OF 11 IOL N/A IX14G­ — N/A N/A N/Aaso SC14DEPEIOT 1S' 11 4OL 14 ROL N/A SC140EPEIOB 1A AFTA N/A XCA 5Al4DEPEI2T 12 14 10 12 50 N/A _�XIGAEPEIX. 11 1 P 11 LIA I PC 777 -- ALL ETHICS EXCEPT 24B ARE PLACED AT X I ON TV BE A AIDETE I X�'TH SHIETUB"IDPLIE 1H SITH 'HE BOTTOM AOTTTHME ENDENCRICAPOI 'ADD T%NTAL IT E XN11PMAT1N=�1NASC1NMNEAlNAT 1-111-192-2614 GTE ALL , . AT STORMTECH SC -740 TECHNICAL SPECS \,.L5�/ NOT TO SCALE DEENA' FIFTY.. A 1558 MANHOLE FRAME I WATER NOTES: SEAL/SET FRAME TO PRECAST COVER MARTUDELF FOR BOLTING C A STEEL BOLTS CONCRETE DONUT WITH NON- F0TXP W(AIS) 'STRASN TONE COVER WITH 1) ALL PIPE MATERIALS AND APPURTENANCES ARE SUBJECT TO APPROVAL BY THE CITY OF SHRINK A W E A III PORTLAND MORTARSMOOTH ... ICA A70GA SPRINGS, WATERWORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, C EVEN STRUCK K WORD: :GIL AND ANOTIEP WITH W SEDIMENT CASH IN STATE AND LOCAL STANDARDS AND SPECIFICATIONS THE CONTRACTOR SHALL VERIFY SIZE, TYPE HORIZONTAL AND VERTICAL LOCATION OF THE MAIN AT THE PROPOSED COLLECTION POINTS) PRIOR 70 CONSTRUCTION CONFLICTS WITH OTHER U TILI TI ES 10 BE CONSTRUCTED ARE TO BE AVOIDED, DISCREPANCIES OR CONFLICTS 30 LD./54" 0 D. WITH EXISTING JULITIE SHALL BE REPORTED TO THE (CITY ENGINEER IMMEDIATELY 12 MN. TICK CONNECTION TO EXISTING MAINS 70 BE DONE USING A TAPPING VALVE AND SLEEVE TO N PRECAST CONCRETE ELIMINATE MINAT DISRUPTION OF SERAVE DONUTWT"STEEL A) MINIMUM WATER MAIN DEPTH (TOP OF PIPE 70 FINISH GRADE) SHALL BE 5-0 REINFORCEMENT 5) A m L ALL FILL BELOW WATER MAIN SHALL BE COMPACTED GRANULAR MATERIAL (MIN EPA MODIFIED 12 IN. E) ALOLCTROERNCHP)BACKFILL SHALL BE MECHANICALLY COMPACTED 70 PRESENT SETTLEMENT TOP HICKNEST STONE 9 M NSE THISDET FDA 12F TRENCH WITH 12 MIN APPROVED GRAVEL IN PAVED AREAS AND ALONG SIDE OF EXISTING SUBBA LIFE 2, MECHANICALLY ROAD F OR SHOULDER BASE REPLACE DAMAGED PAVEMENTS WITH LIKE KIND AND LIKE COMP 7 MODI EAECA E DTOMAI DENISTI 7 ) FICKNESSA PROCTOR LWATER MAINS SHALL BE 8 INCH DIAMETER DUCTILE IRON (DIP) MIN CLASS 52 WITH PUSH ON JOINTS. FILL COMPACTED 6) WATER ARE TO BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS CECIL FOR WOU BACKFILL DUCTILE IRON PER SPECIFICATIONS SIGNS 9G ALL DUCTILE PIPE AND FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA SEDIMENT ASKS C1 I C STANDARD 02 AT EXTEND AS NECESSARY To) ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE ENCASED IN ACCORDANCE WITH AWWA C105 UNLESS TEST RESULTS PROVIDED BY THE CONTRACTOR INDICATE THE ABSENCE OF SEVERELY AGGRESSIVE SOILS 11) ALL VALVES SHALL BE MUELLER SERIES 2361 AND OPEN RIGHT 121 ALL WATER PIPE AND APPURTENANCES SHALLBE EITHER NSF OR UL APPROVED FOR USE WAT ER QUALITY UNIT ACCESS RISER COVER W7H POTABLE WATER AND SHALL BEAR THEIR RESPECTIVE SEAL 13TALLMATERIALSSHAL COMPLY WITH THE FOLLOWING 02 AWWA C104/A21 4-03 , NOT TO SCALE A TAINE'I'lBEEGALL BE A E1,GNFETINN ACI1,1T1,AG1TU1 I IT LIITTPIN AGAAAWA C151/A21 51 PIT. F A TANDAID A E ON I RAL VALVES - AWWA C-100-02 ITANDA WALL A A DESIGN OF THERMOPLA571C CORRUGATED DRV HYDRANTS - AWWA C502-94 A CHAMBERS 'HALL MEET A- F222 A CA IPECTIATON FOR POLYETHYLENE 1PE1 CORRUGATED STORMSATER COLLECTION CHAMBERS 141 HYDRANTS NIS SHALL BE LOCATED AT STREET INTERSECTIONS AND AT INTERMEDIATE POINTS AS WALL T7.- COLLECTION CHAMBERS INDICATED ON THEPLANS CAPE SHALL BE USED, WHEN LAYING MAINS, SO AS TO AVOID CREATING AH POINTS BETWEEN HYDRANTS HYDRANTS 70 BE LOCATED A MINIMUM OF TO "ANULR L D SNL/AGXlE1ATE MITI 1111 F NEI FEET FROM IT ALL SANITARY AND VOILA FEWER A I WE L 'FACE FEE ROM TV IAN CO PACT N A LFT' . 'TANAPOD PROCTAI BE N5T, SEE NOMINAL '/A. - 2 CLEAN, CRUSHED, THE TABLE OF ACCEPTABLE FILL MATERIALS 15) MINIMUM SEPARATIONS BE USEEN WATER MAINS AND SANITARY AND STORM SEWERS ARE APPOILAI ATONE IXA SIT 70 MAE , TH-ST REQUIRED PER TEN FLATS STANDARDS AT CROSSINGS, 18 MIN; WHERE PARALLEL, TV FY #51 STONE SIZES ALLOWED) MIN (MEASURED 0.D. TO O.D.) WHERE MINIMUM SEPARATIONS CANNOT BE MAINTAINED: NADS SEWERS AS SHALL BE CONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT 70 WATER WORKS GRADE 150 PSI HLA MPA) PRESSURE RATED PIPE MEETING AWWA All ALL NON-GOIEN ORfflj 'SI I 2ABLO 24 MIN 96 MAX, STANDARDS OR PIPE APPROVED BY THE REVIEWING AUTHORITY AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS, XE.HEX I HE 2 11 ID WHERE SEWERS PRE-EXIST, THE WATER MAIN SHALL BE ENCASED IN A WATERTIGHT EOUAL) ALL AROU ORCARRIER PIPE (CONSTRUCTED OF WATER MAIN MATERIALS) AND EXTEND 10 FY MIN ON ANGULAR STONE BOTH SIDES OF SEWER BEING CROSSED OR TO A POINT WHERE LINES ARE SEPARATED 0F7 IF 16) THRUST BLOCKING SHALL BE CAST -DA -PLACE CONCRETE AND SHALL BE SIZED ADPER THRUST BLOCK SCHEDULE, MECHANICAL RESTRAINTS MUST BE APPROVED BY THE WATER LIC MIN SUPERINTENDENT H m 11 17) ALL NEW WATER MAINS ARE 70 BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA III- III -III -III -III -III- N -17 SECT 4 FOR DUCTILE IRON RESULTS 70 BE SUBMITTED TO WATER E R CSTA CARD CBDO W 7 m METHOD MODIFICATIONS TO EXISTING MAINS SHALL BE DISINFECTED By SWAB C AND VISUALLY TESTED FOR LEAK FRED NORMAL GREGRONA PRESSURE PRIOR TO A U -74 BACKFILL.D A USS ALL WATER MAINS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE THIS SHEET) RESULTS TO BE III SUBMITTED THE WATER SUPERINTENDENT NEAEBNX A END CAP -11111111111 tg��u 1 19) C U R A FTOE XD ORES TO E 7 0 DEAIVN ENGI IE1PON1�TEAFlUEN TO' NO THE G MIN - 51 12 MIN 11SUPID A CAAC , . FACE SOILS BE INSTALLED SO THAT CAPS EXTEND ABOVE FINISHED GRADE 1 AND C C_C�TEAF U GRASSY AREAS IN PAVED AREAS, USE TWO PIECE IDEN71FIED WITH 204 LUMBER MARKER LNUG I C CURB BOX CAP (W/PENTAGONAL A AND AST IRON CURB BOX SLEEVE 70 ALLOW D A (MU L 10 THE INSTALLED CHAMBER SIGT�A'STA LP`V` BE LOADS LOAD FACTORS SPECIFIED IF ` A IN THE AA A IT TMOILLEPT BRIDGE DESIGN SPECIFICATIONS A R�UNDIEE�Tr_, �4,2 ��R �R2GED,�OUJ U, SECT ON 12 TV I, AND L E FIX IT N DEIAT FOR A I AN LE IT PRESENCE. _�U�,IR!�NTZ_TEH�GD ,,i. STORMTECH SC -740 TYPICAL SECTION NOT TO SCALE Approved I Saratoga Springs Planning Board under authority of resolution adopted Chairperson: Date SO AT I' IXI N 11 RAN LATE A ED' ��ISA,7N.FILD M ADS NE�2prl AN, AT. OTA E PL SHE 'ITEM "I ITEE PLAN I PLAN FAI ELECATIANIX FDA PLECATIA 11 12 STUB PIPE S I LF OG BOX �1,N'1- 2TU7E'AIPE N411LO X N-11 IT OIN � F 2,1, XA.� N 2 PIDAT A ITIBI 'IT' � CAT ALL SIDES) ALL SIDES) 345 MINIMUM PF,AA�,EFTM,N= 1,2ASNX, MINIMA ON E" "GEN GEOTE`TLE C"S 14 PA F B"T"PS IENDNI ITINE FIR SPULD PEOTECTION IT CIAMSE11 11 UM PETAIT CIAMSE11 ALL "FREE, INLET IOWA `AA`MINIRIM 12 1 DF 1E1TA ME. ITAIA I % LE INIPEITIXN� NEDGE01 lZINEDS'D 'A' DO AT CE UETAIL� LY ALA`1ARA .. TNELETTIN-1 LOW IF ALONE AFLITS1 AEW AS OFF DETAIL) LVOI A— -T `IoILL RE`I�E T�ZSI 2275' MINIMUM _F Mc AM? LIMILI a ITANE 16 MINIMUM .AII 11 ANI N- 2 LEAR �A ADWIT-12 ATM M- FACE 'LAN, PAT PLANI [ 12 " A ANIF TO Arm MIG, INS -2 A ,7 A7 A7 ARE ILAN FOR EL ESATNN 11 TV ATIN 111EK NA_2,72, THINALI IDI_ --- PLACE A N MIHN 12 1 OF AAMYT, MCS, ITA" 1 WASEN REALECTILE OVER BEDDNA CTONE FOR P11TEIT IN A, ALL INAMEEI INLET SAWA INDPACTION PRIT WE NETAILL TCAL' III - ALL SIDES) 11 ITSMITE" 465 RIBIROM CIA AN Ell LOW IF ILINE XCEE NETALI P DINININ SMANI STORMTECH SC -740 STORMTECH MC -3500 SYSTEM LAYOUT 6 SYSTEM LAYOUT 28FT SNOT TO SCALE 5 \,L / NOT TO SCALE RUB BRIG FARGO (I.A'TI'lIARN GO RCE CONCRETE BLACK' UNDISTURBED SECTION A -A PLAN(TYP.) 5OL LAAA JL NOTES 1 SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS 2 SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING TYPICAL THRUST BLOCKS (�E:) TYPICAL THRUST BLOCKS - SS DETAIL W-5 TYPICAL THRUST BLOCKS SS DETAIL W-6 \,.L5j NOT TO SCALE NOT TO SCALE -ASKED SERVICE OF DISINFECTION PROCEDURE L IN11111 B111 ATER HS TO BE 1 E LATE A N SIZE A DISINFECTION: ALL P07ABLE WATER PIPE SHALL BE DISINFECTED AND AAN TAPPING VALVE C651-14ACTEPIOLOGICALLY VERIFIED (TESTED) OR 70 USE IN ACCORDANCE WITH AWSS, AS FOLLOWS CMULL URBDW DISINFECTION PROCEDURE:_UU I A ""I' NEW MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE CURRENT AWWA RISE W RISLIE11 USA 11 E ..ER ICE; 57 ANDARD FOR DISINFECTING WATER MAINS, ANSI/AWWA C-651-14, SECTION CO, I THE CONTINUOUS FEED, TABLET METHOD 11 N07 PERMITTED By NYSDOH AND SWA A BP11AT.B R- -HIA IT" BE USED SPRAY OR411.3.2,TAL INAINLLESDILESTEEL '11"IF11FID DITTINC 111LLE1 1111EIL 11� L H-112II9 SHALL NOT A PER PARAGRAPH WHEN CUTTING C IT 1, E 0 /alloy T 1 71DIN KX - I US INTO OR REPAIRING EXISTING MAIN REQUIRED STEPS ARE: G�FSA'Al PER III 5 ZI AS IE._IIED I IF I D 11CR 111 1/1' UL I IUFNII 1 S ATANG •WORK CLEAN PREVENT CONTAMINATING MATERIALS FROM ENTERING THE SPRINGS WATER MAIN DURING STORAGE, CONSTRUCTION, OR REPAIR _G\ EW 2, PREVENT BACKFLOW: PROTECT THE EXISTING DISTRIBUTION SYSTEM FROM PAR EI A Ty BACKFLOW CAUSED By HYDROSTATIC PRESSURE TESTING AND . df— DISINFECTION PC CEDURES, THE SUPPLY VALVE SHALL BE KEPT CLOSED AT OWING -El n to rash IS', P AN IALL TIMES, EXCEPT DURING FLUSHING AND DISINFECTANT FEED OPERATIONS MAIN SIS A 1 -111 TH11L WOMINI A 11A Z Z "AL SEA 3 PRE -FLUSH W"IN Ll�l A FILL THE WATER MAIN AND ELIMINATE ALL AIR POCKETS RED LACE Po' P 7 7 THIS "I �N B. FLUSH THE WATER MAIN AT A VELOCITY NOT LESS THAN 30 F /SEC 0 L OCK TV WAT_ E SERVE C_ REMOVE PARTCULV1ES '1NAR`TEEFF'7H SA,1H1 C LACK TABLE N T,1. 4, POPE CHLORINE (CONTINUOUS METHOD) A INSTALL A TEST TAP NOT MORE THAN 10 F7 DOWNSTREAM FROM THE NO ITAPPRIVED CITY OF, SARATOGA SPRINGS, NEW YORK C. BE 1/13/2010 ST PA"A AT BEGINNING OF THE NEW MAIN RE 1011 SADDLE FILT1 ATI PLASTIC LLM 'PER PUNNING BOA Water Eervice w-2 B. 70 WATERENTEI�G�THTE,�NEWTMFAIN,FFE�EI"A"IOIE OF IFFFPCBI�E. AT AT TO POURING CONCRETE A F A I LF WATER SERVICE 1�S NOT TO SCALE U01'Trio T0INOINY"ACIOP wax eXA WATER TRENCH DETAIL L5� NOT TO SCALE S CEFF—F CURB LINE AS OFF -175 CURD LINE AS PER UTILITY LAYOUT FEE UTILITY LAYOUT DETAIL -14 OR B17AIL 5�'11 01 A BE @ MECHANICAL JOINT TEE M CHANIGAL JOINT GATE VAL f C7Y­ cl ES SEPAL W-1 TOE SPCGIEICATIONS JOINT RESTRAINT SIIff NOTE ZG "S'SOVERF CLUBS LIPS AS PER U UTILITY LAYOUTDETAIL SX -14 Dk 4 MUN, NOTES I MANE BHBLL BE VALVED TO I THAT WATER rLCW 15 NOT INTERRUPTED TO MORE THAN TWO (2) I III III AT ANY 1111N TIME. C JOINT . INS RESTRAINT ISCOUPED AIDES (TYE) UPON ORDER APPROVAL Of CITY SNO-S GGANTF-CR - 71D GP71DN TO USE MEU­ SERIES 1100IS WEDGE -TYPE MECHANICAL JOINT RESTRAINT AS MBN1FBG71RUG BY E5AA IRON. INC AL7ERN4,7f VALVE LAYOUT CF'RIOR APPROVAL REQUIRED 5Y CITY ENGINEER) N.T.S. APPROVED: CITY OF SARATOGA SPRINGSNEW , 1 YORK PLANNING BOARD DATE STANDARD DETAIL Valve Layoutj VALVE LAYOUT NOT 70 SCALE ri-2TAPPING SADDLE VALVE \,LSJ NOT TO SCALE SARATOGA2 -V MIN, "`. MIN - PREFERRED - — SIR PREFERRED AS FAR AS POSSIBLE AS CLOSE COLOR OF MUELLER SUPER CENTURION PREFERRED ASSIS OF BONNET AND COLOR OF A-423 POSSIBLE M ITITER IUVERI 1, LL IT APIN RZ 4 ' SIFO CONN EB T ON r I (SEE DOLE 2)'F, BLUE YELLOW _jFL1I1 IIS. IREEN, FOREST YELLOW PAVEMENTG, N WN YELLOW I' REVEAL IN 1D2' GRAY, BATTLESHIP YELLOW BREAK FLANGE NRF AREAS 14' GREEN, NIGHT YELLOW LOWEST PART OF CURB U, ORANGE YELLOW 11L1 TO BE FINISHED GRAGE ELAG, YELLOW A NING 1 '12" 2`4YELLOW YELLOW AEBVE F.G.ND A MAX. 8" ABOVE FOG HYDRANTS SHALL HAVE A MINIMUM INI LM CLEARANCE OF SO" FROM BOLLARDS, WA-, UTILITY POLES AND OTHER OBSTRUCTIONS. VALVE BOX B PATTERN) PIC y , . THILENK l,,4,,TIE-RODTTToR MUELLER 'I' THR ,RAI T BUILDING (ONE AWWA BID P CRUSHED ITAPE DR R (SEE NOTE A) MAIN I A A I A TIE GOD r SEW DNAI CONCRETE THRUST BLOCK. 3.000 (NOT E, TE IF BEDDING, PIPE ZONE CONCRETE THRUST OR REDS N.A. USED) BACKFILL TYPICAL TPANCLORING BLOCK, 3.000 P-1, NOTES TRENCH DETAIL RI C BE (TPA) 1.)M INS SHALLBE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. 2 "ALL " ELLER CHIP El SUN T"I IN -21 1' EY .. UP 11BY E I I" STANDARDS A INCH IF TIEETGRTB MUELLEC,IR TOOK FYDIANI' HAVING 5-1/4 INCH 'IARA VA- BRINGS. - I 1MO,/� NEH HOIE BOR , LEI )NTH NAI. IRAL BI ANDAR D SEARS ANO BE OR- "LEA" CONNECTION. ALL HYDRANTS SHALL HAVE SIX INCH MECHANICAL JOINT INLET CONNECTIONS. A 7/8 INCH SQUARE SHAPED OPERATING NUT - 0RNE­L3HPS ALL HYDRANTS SHALL MEET ALL AWWA SPECIFICATIONS FOR 150 PSI WORKING PRESSURE AND 300 PSI FIRST PRESSURE 3.) ALL VALVES SHALL BE MUELLER MECHANICAL JOINT. RE51LIENT WEDGE GATT VALVES AS PER AWWA REQUIREMENTS FORA 250 PSI WORKING PRESSURE. NON -RISING STEM, WITH A 2 SQUARE OPERATING NUT - OPEN SARATOGA STANDARD- WISH A CAST ARROW TO INDICATE GIREGBON OF OPENING 4,) PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER AND OTHER PRIVATE FEEDS. HYDRANT INSTALLATION N. T. S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK �D.. NO PLANNING BOARD DATE STANDARD DETAIL Fire Hydront Installation w-1 2) HYDRANT INSTALLATION L5�j NOT TO SCALE DEFLECTION TESTING SHALL BE PERFORMED ON ALL FLEXIBLE GRAVITY SEWER PIPE IN ACCORDANCE WITH 10 STATE STANDARDS. TESTS SHALL BE CONDUCTED AFTER 'FI\H[\RA\ Z \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ GENERAL NOTES: THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. ANY PIPE WHICH HAS _ A DEFLECTION GREATER THAN 57. SHALL BE EXCAVATED AND REPLACED AT NO A CURING OF WORK PERFORMED PRIOR To FINAL APPROVAL of ALL PLANS AND ADDITIONAL COST TO THE OWNER Lu -j SECURING OF ALL PERMITS AND FILING OF ALL MAPS. IBJ J `o % SEWER MAIN 6" PVC SDR CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, 3 26/35 BUILDING ENVIRONMENTAL DESIGN PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. CONTRACTOR 15 TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING J FILL LIN.TH OF CAP CINT111. ON Z1S11 NE 11EE NOTES) SEWER LATERAL SEWER AT THE CONNECTION POINT. CONTRACTOR IS TD CONSTRUCT GRAVITY LINES Q ADAPTOR FITTING FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS H IF REQUIRED PARTNERSHIP AND THE MUNICIPALITY'S ENGINEER PRIOR TO CONSTRUCTION. MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE Z� SQUARE CUT BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. W 1 T VISIBLE END _ ` 57 3 W 1 FS REQUIRED CONTRACTOR 15 TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS ALL GRAVITY SEWERS SHALL HAVE CONTINUOUS STRAIGHT HORIZONTAL & VERTICAL MU EXISTING AND FINISHED GRADE ARE IN PLACE PRIOR To COMMENCEMENT of WORK. Z BY ALIGNMENT (LINE &GRADE) BETWEEN MANHOLES PER NSEWER REQUIREMENTS AND PROPERTY LINE, SPEDRCATIONS. TEN STATES STANDARDS CONSTRUCTION OF GRAVITY SEWERS SHALL BE j•! !Z R.O.W. OR II��.i,lll THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL. SPECIAL PERFORMED USING A PIPE LASER. WITH ADEQUATE BLOWER VENTILATION. TO ENSURE TEE/WYE EASEMENT LIMIT - —III— - — — — — _ _ _ _ _ — TEMPORARY AND PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND STRAIGHT ALIGNMENT. ANY EXCEPTIONS THIS MUST BE APPROVED BY THE WATER LINE PVC IDR-z6/3s IIIIiI_I�Illl -_III-III-III-III. 1111111 =III=1 = —=I"- sEcuRE JOB. '� \S _ ENGINEER. ALIGNMENT SHALL BE VERIFIED BY CAMPING DURING THE CCTV FW 29 MINIMUM GRADE III PLUMB 2"x4' THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE INSPECTION AND AFTER WORK HAS BEEN COMPLETELY BACKFILLED AND COMPACTED. T LOCATION HIGHWAY CUT PERMITS. PROPERTY LINE z (1 /4" PER FOOT) SLOPE OF SANITARY SEWER THROUGH MANHOLE STRUCTURE H DETERMINED BY THE SANITARY ER (GRAVITY DR FORCEMNN) R.O.W. OR o ADAPTOR FITTING 29 MINIMUM GRADE. MARKER AT END INCOMING PIPE. LE NO CASE, SHALL THE SLOPE THROUGH THE MANHOLE IF REQUIRED (1 4" PER FOOT THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR SEE NOTES OR STORM SEWER EASEMENT LIMIT / ) 45° BEND OR TO CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT_ STRUCTURES BE LESS THAN 1% � () � IT O END CAP FOR As REouIRED M SEE NOTES45' OR OTHER FUTURE THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL SANITARY MANHOLES M BEND AS REQUIRED CONNECTION 45 BENDCA UTILITIES, STRUCTURES, EOUIPMENT, ROADWAYS, AND DRIVEWAYS SUCH THAT THEY DO NOT INFILTRATE WATER AS DETERMINED BOTH BY VACUUM N N WYE PVC SDR -26/35 TESTING IN ACCORDANCE WITH ASTM C1244-05 PRIOR TO BACKFILLING AND FOR USE WHERE NO. VISUALLY THEREAFTER. ALL PIPES SHALL BE PLUGGED, BRACED, AND/OR BLOCKED 11 1 NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EIS71NC UTILITIES AND W LI% N OF BENDS ARE REDUCED BIGHT -OF -WAY PROPFELT LINES PRIOR TO CONSTRUCTION, TO PREVENT IMPLOSION DURING VACUUM TESTING . THE CONTRACTOR SHALL MAKE U m O (REFERENCE -RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS') �J ALL MATERIAL REPLACEMENTS AND/OR REPAIRS TO ACCOMPLISH THIS. WHEN INSTALLED PARALLEL. ALL WATER AND SEWER LINES SN ALL HAVE A MINIMUM SEPARATION OF 10',ES EDGE S EDGE . IF MINIMUM CANNOT BE MAIN- THE CONTRACTOR IS RESPONSIBLE FOP LOCATING ALL UNDERGROUND UTILITIES SUCH LL I AINEIN WATER UM MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER. WITH BOTTOM OF WATER MAIN — — — — — — — — — AS GAS. POWER, TELEPHONE. CABLE TV, WATER. SEWER, ETC. PRIOR TO LOW-PRESSURE AIR E%FILTRATION TESTING SHALL BE PERFORMED ON ALL GRAVITY J W _ _ PIPE BEDDING SANITARY SEWER PRIOR TO FINAL APPROVAL SUCH AS THE TIME -PRESSURE DROP PIPES, III PVC SDR 26/35 SQUARE CUT — — IiI I = =III (III III—III = COMMENCEMENT OF CONSTRUCTION. I O m PATHBUILDING SEWER VISIBLE - (50/50 MIX pF METHOD PER IN ASTM F141] -11A (20151, UNI -BELL PVC PIPE ASSOCIATION, z O O VAL TOP OF SMSER PIPE CEAL N0.1 AND N0.2 STANDARD UNI -B-6 AND SUMMARIZED IN DNI- BELL HANDBOOK I PVC PIPE PREVENTM DAMAGE DTO WATEREMAIN ERWNEN IA N T ISN IMPOSSIBLE TV PROVIDE THEEABOVECMINIMUMS PTHE TSEWESIT'RL SHALLRBEIDDE5IGNEDTANDOCONSTRUCTED LATERAL — AS PER NYS INDUCTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, z EQUAL TO WATER PIPE. AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. EEA AS III— ROTATE TEE/WYE CRUSHED STONE) INC. AT 1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND SECOND PRINTING NOVEMBER 2005, PAGES 457, 458 AND, SPECIFICATION TIMES FOR 2� REQUIRED By AS NECE554RV AS REODIRED 0.5 ASIA PRESSURE DROP FOR SIZES AND LENGTHS E PIPE IN TABLE 10.12, PAGE LL O SPECIFICATIONS PIPE BEDDING — � UTILITIES RI LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO Z a W W Q 0 (sD/Sa MIX ofFIIL—� DIGGING. DRILLING. ExcnvATlNc, DRIVING Posis ETc. a6o. ALL SEWER PIPE ENDS SHALL BE BRACED AND/oR BLOCKED INSIDE EACH UTILITY SEPARATIONS: PARALLEL AND CROSSING No.1 AND OF SEWER MAIN MANHOLE AND AT EACH LATERAL END TO PREVENT DISLODGEMENT OF THE PIPE. C CRUSHED STONE) CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS \\ L N.T.S. AS REQUIRED WITH MUNICIPALITY'S ENGINEER PRIOR TO ORDERING. ALL SEWER PIPE SHALL HAVE 6 -INCH WIDE, GREEN -COLORED PLASTIC SEWER / O x UTILITY I.D. MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE �+ r� p �+ �+ 1�� ��) LATERAL CONNECTION PLAN LATERAL CONNECTION SECTION INSTALLATION AND MATERIAL SPECIFICATIONS FDR STORM SEWER, SANITARY SEWER, BACKFILL, 12 -MIN. ABOVE THE PIPE. APPROVED: CITY OF JARA1 OGA SPRINGS, NEIY YORK DWI No WATER SERVICE CONNECTIONS SHALL CONFORM To THE MUNICIPALITY'S STANDARD L DETAILS AND REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE NEW GRAVITY SANITARY SEWER WORKS SHALL BE CLEANED WITH WATER JET AND PLANNING BOARD 1 DATE DID STANDARD DETAIL Utility Separations N/-7 5 SEWER LATERAL CONNECTIONS VERIFIED WITH MUNICIPALITY PRIOR TO CONSTRUCTION. VACUUM E EA E p LAUSSHNECESLARYCTIONILEOUIPMIENT PRI, WITH OR70 0 COLAMOVED AND 6 NOT TO SCALE ANY EXISTING 57ORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR SHALL BE VACUUMED OUT DURING FLUSHING OPERATIONS AND DISPOSED OF OFF 1 RELATIVE POSITION AND FOR INFORMATION ONLY, THE CONTRACTOR SHALL HAVE SITE, W UTILITY SEPARATIONS — SS DETAIL W-7 e �MT - DNGEALED PIGKHDLEG s.cs.n�NTAGTNOTES: ❑TEsSHALL QBTAIN SANITARY SEWER CONSTRUCTION .. GRAVITY SEWER MANHOLES SHALL BE VACUUM-TEITED �oNIRRA��oR ��RE�POE�a�EKFORA�ER�FYIN�E BEFORE T��NPIRUCN�R�E�IE ATIQNS°A"EIHDAIT TELEV Q 1-]/2 t3 SANITARY SEWER WORKS SHALL BE IESPECTED FOR REFECTS BY THE 6 NOT TO SCALE TELEVISION (CCTV) EQUIPMENT. REPAIRED WORKS SHALL BE I I 1 PERMITS FROM BOTH THE CITY OF SARATOGA SPRINGS AND PER ASTM C1244-05, STANDARD TEST METHOD FOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT RE -CLEANED AND RE -INSPECTED BY CCTV. THREE SETS OF RECORD DIGITAL VIDEO LLJ SARATONS COUNTY SEWER DISTRICT Al PRIOR TO CONSTRUCTION CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. FILES AND WRITTEN INSPECTION REPORTS SHALL BE FURNISHED TO THE ENGINEER. N ' OF ANY SANITARY SEWERS. PRESSURE (VACUUM) TEST PRIOR TO BACKFILL LL Y •• S.C.S.D. R1 RECOMMENDS THE CONTRACTOR MEET WITH S.C. D.P.W. •• PNEUMATIC (AIR) LEAKAGE TESTING SHALL BE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ALL DISCERNABLE GRAVITY SEWER DIPS (DEVIATIONS FROM CONTINUOUS POSITIVE z ELEVATIONS AND REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. VERTICAL ALIGNMENT) IN EXCESS OF 1/4{STIMATED OR ACTUAL DEPTH AND/OR "I L O UA OFFICIALS, WELL IN ADVANCE OF CONSTRUCTION, TO REVIEW THE PERFORMED ON ALL SANITARY SEWER MAINS AND LL r II p 1-1111— Ir FIAD INDMNG A ' cA cnrnr ON W. oe �' �C ). PROPOSER WORK IN THE COUNTY'S R.O.W. Sf RVICES DIPS GREATER THAN 3 -LF IN LENGTH SHALL BE CORRECTED AT NO ADDITIONAL [TO PROPERTY LINE] PRIOR TO FINAL Q DAN G PRIOR TO COMMENCEMf NT OF STORM AND/OR SANITARY SEWER CONSTRUCTION. COST TO THE OWNER. 7 a \,/ •• A COPY OF ALL TOWN AND COUNTY HIGHWAY CROSSING AND APPROVAL PER UNIBELL HANDBOOK OF PVC PIPE CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING L N 5 ok so e[nU <., k[ov UTILITY WORK PERMITS ARE REQUIRED BY S21 IlICRURI.C.S.D. #1. FOR THE TABLE OF SPECIFICATION TIME RE AND L FORA 0.5 SEWER AT THE CONNECTION POINT CONTRACTOR IS TO CONSTRUCT GRAVITY LINES WATER AND SEWER SEPARATION REQUIREMENTS: To er Arrkovry er vrw sc ISSUANCE OF SEWER CONSTRUCTION PERMDS ASIA PRESSURE DROP FOR SIZE AND LENGTH OF PIPE PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND W a' W �1 - - •• S.C.S.D. H1 REQUIRES ALL NECESSARY EASEMENTS TO BE FILED INDICATEA. MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE ANY EXISTING OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, vJ / , W ul— 11W N roe IACI IUrnTIncA*ION II]��I a'i IN THE STANDARD COUNTY FORMAT PRIOR TO THE ISSUANCE OF NEW WORKS SHALL BE CLEANED WITH VACUUM & U F LL z rLpu A SEWER CONSTRUCTION PERMIT. WATER JET FLUSHING EOUIPMENT PRIOR TO CCTV BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. MEASUREA OUTSIDE TO OUTSIDE OF PIPES, WITH JOINTS EQUIDISTANT FROM W N 2 "I TIMI LETTERS INSPECTION AND REPEATED AS NECESSARY UNTIL CROSSING POINT, PER NY STATE HEALTH DEPARTMENT REOUIREMENTS. PARALLEL `J 1 �[w[k Hary L PeoP[e1r ' •• A SEPARATE SEWER PERMIT IS REQUIRED FOR "ON-SITE" AND ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND LINES MUST BE SEPARATED A MIN. OF 10 FEET. I J y e Mme S[w[x LAT[Ka LAT[.AL on PevA1[ Q vEPR DF PROJECT COLLECTIONSPWER WOO THON-SITEPUMP WORK O IS DCONSSIDER WORK IS .. NEW N. ALDISPOSED L GTE51 /��// _ SHALL BE VACUUMED OUT AND LL O Q STATI m. sok 3s rv� nm. .,cn.. 4o we ALLSTANDARDS. /� 8 O INSPECTED FOR DEFECTS BY WHERE MINIMUM SEPARATIONS CANNOT BE MET WITH CASE -BY -CASE -APPROVAL LL L/ '/a„UD �,,; STAT ONERED ALL SITE & SANI17ARYELATED TO FORCE MAINHE PUMP STATION, PUMP THE WORK,OANRVAEXCAVATIONS C70R SHALL FOR TRENCHES AND SATE LOCAAIDNSA AND AS OFTEN EN TO MAY BE FROM NEW YS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE /LCL crtr vRorrerr�--�rerverc reoPreTr "Y.' CLOSED-CIRCUIT TELEVISION (CCTV) EQUIPMENT,ILL O 0 K H -T 5'�� RE PARED WOR S SHALL BE RE ELEVISED. 11 I •• THE CONTRACTOR SHALL NOTIFY SC S.D. N1 AT LEAST 48 HOURS REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING MATERIALS AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. W O SANITARY SEWER SERVICE _ SEAN =- - PRIOR TO THE START OF ANY SEWER RELATED WORK. FACILITIES, OR THE PUBLIC. •• LESS THAN 10 FT. SEPARATION ONLY IF WATER MAN IS LAD IN A SEPARATIDN /�//�� z Q N T 5 RASE➢ LETTERS TRENCH OR AN AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH U) cr O THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 -ABOVE O Ed SAL JOB SI TE. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT THE TOP OF THE GRAVITY SEWER. """`° ""°` SANITARY SEWER COLLECTION SYSTEM SHALL BE LEAKAGE TESTED AS FOLLOWS: MUST BE PROPERLY TAKEN CARE of AND STORED AT THE END OF THE DAY. •• WHERE FoacE AND GRAVITY SEWERS PRE-EXIST: THE WATER MATE SHALL BE //�� INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI �y `I^') Q LL O PRE -CLEAN GRAVITY LINES BY USING HIGH VELOCITY JET FLCH EQUIPMENT. GRAVITY SEWER PIPE SHALL BE LEAKAGE TESTED UTILIZING CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DUPING AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE O V z z O Q _ LOW-PRESSURE AIR BY THE TIME -PRESSURE DROP METHOD AS DESCRIBED IN AITM F1411 -11A (2015). UNI -BELL PVC PIPE CONSTRUCTION. SEWER BEING CROSSED OR, WHERE PARALLEL, TO A POINT WHERE THE LINES ARE ps e[ou .A 2z' R k 1-11 TO lox MA r ip 1 35 4 M ASSOCIATION. 57ANDARD UNI -B-6. AND SUMMARIZED IN, UNI- BELL HANDBOOK OF PVC PIPE. SECOND PRINTING NOVEMBER 2005, SEPARATED BY 10 FT. O F I, a+ z4 P PACES 457, 458 AND, SPECIFICATION TIMES FOR SE ASIA PRESSURE DROP FOR SIZES AND LENGTHS OF PIPE IN TABLE 10.12, PAGE THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, DELINEATORS •• WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN ISof LU � z � Q PIPC afMMINc pS z£9V �, 460. ALL SEWER PIPE ENDS SHALL BE BRACED AND/OR BLOCKED INSIDE EACH MANHOLE AND AT EACH LATERAL END TO PREVENT BARRIERS, AND DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY BEING CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN C O Z O DISLODGEMENT OF THE PIPE. EARTH -MOVING OPERATION OR OTHER CONSTRUCTION ACTIVITY WHICH INVOLVES PROTECTIVE CASING PIPE. CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER Ll P yz i Ayz �/i /i i i �� , unol.,Tuearn .,ue-ceapc 33" to 33 1 F, PUBLIC HIGHWAYS. GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDES OF THE WATER MAIN ✓lY/ Y/ y✓,�� THE CONTRACTOR IS RESPONSIBLE iO FURNISH AND INSTALL SANITARY MANHOLES SUCH THAT THEY Do NOT INFILTRATE WATER AS BEING CROSSED: WHERE PARALLEL, TO A POINT WHERE THE LINES ARE ETERMINED BOTH BY VACUUM TESTING IN ACCORDANCE WITH ASTM C1244-05 PRIOR TO BACKFILLING AND VISUALLY THEREAFTER, ALL ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED SE PAESOED RMINO FROM OR TOWA POINT ATER WELL THE ENDS OF THE CASING PIPE 45 M IPESHALL BE IAL REPLACEMENTS AND/OR REPAIRS TO ACCOMPLISH THIS ION DURING VACUUM TESTING DRAWN BY sTo � � W CO MAKES ALL MATER PLUGGED. BRACED. AND/OR BLOCKED TO PREVENT IMPLOSION THE CONTRACTOR SHALL APPROVAL OF MUNI ON W cHscx ev TCD MUNICIPALITY IN CONTRACT OMIT ONES SHALL BE RELOCATED AS PER CONTRACTOR TO VERIFY THE ELEVATION OF THE EXISTING WATER MAIN. TO AVOID I�II�3] 3/4" to 32" 'vT RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS, PRIOR TO CONSTRUCTING OTHER UTILITIES. CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A - SANITARY SEWER SERVICE _ SECTION CONDITION EQUAL TO OR BETTER THAN PRECONSTRUC71ON CONDITIONS. ALL ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED AT 150 ASIA PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE MIN. (AS MEASURED AT THE LOWEST POINT) IN ACCORDANCE WITH AWWA „E - Approved b the Saratoga Springs Plannin Board under authority of a resolution SATISFACTION OF HE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT STANDARDS: C600-10 FOR DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND NOTEa: N.T.S. PP Y 99 tY REVISIONS DY µ DATES BY B. THE BUILDING SEWER rROM THE BUILDING TO THE SEWED MAIN IS THE OWNEk'S DESPON ERILITT. CONTRACTOR SHALL RESTORE ALL LAWNS. DRIVEWAYS, WALKS. WALLS, CURBS, MANUAL M55 FOR PE. RESULTS TO BE SUBMITTED TO MUNICIPAL ENGINEER. 30 9/32" to 30 1/4" ado MODIFICATIONS TO EXISTING WORKS SHALL BE VISUALLY TESTED FOR LEAKS UNDER 2) CONNECTION t0 PUBLIC vpNlTpkT SCWCk Iv REQUIRED WHEN AVpILABLC PER CITY COVE SECTION 231-]4. pled FENCES. ETC TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING 3/1T/1g T.Iu I' AISiURBEA. NORMAL WORKING PRESSURE PRIOR TO BACKFILL. T 4/,s/,6 Tu 3> p vTREEi OPENING PERMIT IS kFOUIkEU FROM THE VEPT. Or PKBLIL WOkkS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-Or-WpT. 33" to 34 5/16" 4J ANY PART Or THE BUILVING $EWER WITHIN 10 FEET Or WATER SERVICF PIPE SHALL Bf CONSTRUCTED OF WATERTIGHT :DINTS Chairperson: Date BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH ALL WATER MAIN WORKS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN s s/,s/,e so �41` to 40 1/8` AGAINST OR NEAR THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING ACCORDANCE WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE ON APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG N0 `HHEY`OCREI BEFORE THEIR HEALED ANY DAMAGED ITEMS OSHALL BEAIFEPLACED AT WATER DETAIL SHEET)RESULTS To BE EMITTED To THE MUNICIPALENGINEER. MANUFACTURER PATTERN 1/13/2010 \ THE mNTRACTOR'S EXPENSE POTABLE WATER MAIN PIPE To BE PLANNING DOARD DATE STANDARD DETAIL Sanitary Sewer Service SA -3 NEENAH FDUNDRY R -155e —DUCTILE IRON PIPE. CLASS 52 EAST JDADAN ERDN WDRKS 132210 FRAME/147828 CDVER P057S, MAILBOXES, ETC, SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED, DAMAGED ITEMS SHALL BE POTABLE WATER SERVICE TUBING TO BE: LICENSE NAME OF 2 SANITARY SEWER SERVICE — SS DETAIL SA -3 s SAN. MANHOLE COVER DETAIL SARATOGA COUNTY REPLACED AT THE CONTRACTORS EXPENSE ..TYPE K COPPER 16 NOT TO SCALE SEWER DISTRICT X1 PROFESSIONAL 6 NOT TO SCALEAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CoCONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN CODPEPA7ION WITH UTILITY ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH COMPANIES. TRACER WIRE SECURED TO THE PIPE WITH GORILLA TAPE. BLUE -COLORED A10 BY WHERE REQUIRED: UD WITH WOOD "s[wER" cpsT IN Approved KRIS -TECH WIRE CO. MAIN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE FEET OF PIPE NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES WITHOUT CUTTING THE MAIN WIRE, USING 3 -WAY DIRECT -BURY LUGS WITH SILICONE IiVlRy COOKIE IN CTION FINISHED GRADE OF ANY EASEMENTS OR R.O.W. AS SHOWN. GEL ENC APSULATOR, SPLICES AT ROLL ENDS SHALL BE MECHANICALLY ANA FORATIP THAN I,WV - AH bRiS ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED NEARG - CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT -BURY TRACER WIRE THE 'UNCTION 5. OUT TH LUG TYPICAL FOR' MILLER OT REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.I. CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. BUILDING DRAIN AND BLY 5 EELDIN READER P OUTSISEWERDE OF FOUNDATION WALL - 4 FVC SCH-26/35 R i0 BE AAS.ILS, H52D-99 LOADING RATED, COVER TRACER WIRE SHALL BE BROUGHT UP 12 -MIN ABOVE GRADE ON THE OUTSIDE OF 4 T SIDE SLOPES GRATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1 -FOOT VERTICAL, ALL HYDRANTS, GATE & CURB BOXES F 1, N0 X 3 -FOOT HORIZONTAL). DEAN IS BULDIN' 'HERIIALL BE STI A ED - r RE GEL ALL WATER PIPE SHALL HAVE 6 -INCH WIDE. BLUE -COLORED PLASTIC WATER UTILITY F TT NG TO ALLOW FORA.NRLD ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING I.A. MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12 - FULLY COMPACT BACKFILL PRIOR TO INSTALLING BEAD, AL) DV CONDITIONS WHERE ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY 15 MIN, ABOVE THE PIPE. �VEpP RS NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE ONACO DIFFERENTIAL WMIN,II7 .4 GA5KETED REDUCER o �AND FRAGE HO aSRDE EXTENBION ION EIM T EII N- FINISH GRADE OBTAINED. THRUST BLOCKING TO COMPLY WITH THE MUNICIPAL STANDARDS. THRUST BLOCKS 17211 PC IN, 11CH AlSETTLEMENT _ _ - n APPROVED EQUAL ABOUT, SI='IT 2112, OR DO TO BE CASs -IN-PLACE CONCRETE MIN. 3,000 PSI (SEE AETAILI. C.NSUPC, AN sTE surevEroR To VERIFY ELEVATIONS of EXISTING ROAD CENTERLINE AND SHOULAER PRIOR TO COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH NIPPLE- 5DR-26/35 24 N ALL STORM SEWER PIPE TO BE DUAL WALL HIGH-DENSITY POLYETHYLENE WITH O SITE SURVEYOR. GICUENTRI ASIDE H -2o LOAD RATING ION z SMOOTH INTERIOR AND ANNULAR cBRRucATEA EXTERIOR PIPE JOINTS ARE To BE LICENSE NAME OF G, WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A SILT -TIGHT WITH EITHER INTEGRAL BE & SPIGOT JOINTS WITH RUBBER GASKETS (I. 0 Ow LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT MEETING ASTM F477, SILT -TIGHT PREMIUM BAND COUPLERS WITH RUBBER GASKETS PROFESSIONAL BLE (2X11 BUrvL ROPE JOINT SEALAWT WITH OR STANDARD BAND COUPLERS WRAPPED WITH NON WOVEN GEO EXTILE FABRIC 1/8TH BEND GASKETED 6 PVC. SDR 26 ST CONCRETE SURFACE PRIMER APPLIED TO JOINT a SHALL APPROVE ALL LAYOUT WORK PRIOR TO CONSTRUCTION. 4 -FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT JOINTS ARE REQUIRED v_ -PVC 5DR-26/35 (SEE PLAN AND PROFILE) 0TH �D0 11CH - D BY IINSEAL U CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. _ UAL) -ALL JO TIE SIN_+ - DM BUILDING SA(NOWTH ICABLE FOR M. A. INDUSTRIES JOINTE, jp GRADES TO BE ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL R TERAL PROVIDES APPLFADUAL SIZE MAXIMUM MANUFACTURED .1 MAIN -_--_ -- -N_ _J- FR TEFMINAL MANHOLES) RIS - , A CHANGES IN PROPOSED GRADES TO BE APPROVED BY OWNER AND ENGINEER. CATCH BASIN GRATES ARE O BE BICYCLE SAFE. SON 6 OR � C �DR 2-0. 1-D AND L -O HEICHTI IV A RE DR/EL e" ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY AL (MATCHCLA MATERIAL USE } P]NPGE FILL IN - ALL AR ED AND SEEDED. BEND FOR ENI -OF -LINE COL) MA CLEANOUT MANHOLE WALL CONTRACT WITH, OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR SECTIONS AS MANUFACTURED BY 2 FORT MILLEF OF APPROVED EQUAL OPENING AND INSJALL STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR 12 ETE FORT MLL X PC APPR'VENT CO PER FL EXIRLE BOOT ALL PHYSICAL FEATURES INCLUDING SIDEWALKS CURBING, DECKS, LAMPS, STAIRS, PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES 3 SANITARY SEWER CLEANOUT o—„�t�ol��G�oI�,=�EFA�Es°°�A�tTRE�EtE°wo �oNNE�rDR ET aw1`�INSFo�E ���rpo�sExT„R,ERTBDILDING SIDEWALKS, AND CANOPY OVERHANGS ARE IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE CONTRACT. UMENTS AFTE' URAL PLANS. IT I5 N07 THE INTENT OF THESE RETAILS, WHICH ARE sr+owN ONLY FOR THE t 6 NOT TO SCALE s - sEXTERIOR COALTAI2B 8 PVC PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND THE ARCHITECTURAL PLANS IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK > 15 DEPTH DAY CODE 30OMPER BY `LADYKNE 5 OR IS NOT PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP(, EDP WILL SIONAL GOR APPROVED XANILAI TS TO NINA', CA PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS. COSTS, EXPENSES OR 8"X8"X6' TEE ANA LANE O PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS LIABILITY OF WHATEVER KIND AND NATURE RESULTING FROM FIELD CHANGES AF AND GAN OPY OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT AND/OR ERRORS WHICH EDP WOULD OTHERWISE HAVE HAD AN OPPORTUNITY TO QC CHECK AND COR SECT WERE THEY IN A POSITION TO CONTROL THE PROJECT IE P1acED UNDER PAVEMENT - 10.1A S171 ALL Mooi Eo Doo# TE RENCHwAu a ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH THROUGH STAKEOUT AND INSPECTION. NO M SAFETY BARRIERS AS PER NYS BUILDING CODE (FENCES. RAILINGS, ETC PER A II(Os A & Nr.s. D.00ERaC SAFETY REcuLATIONs. (WITH HS MP) By OR TO CWALLS W/ OWNER(. CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE SCALE: PLAREPRESENT R (TQP') LOCKJOINT KNS N SEAL OR EOUAL STA/NLESS BE CDM - - - T HONORED ONLY IF CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR Z STEEL S RAPS ORB (�sTSMAosSe). uND[P ri„o coxoiTioxs. z A SAFE SLOPE 4Q PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING IMMEDIATELY UPON DISCOVERY AND BEFORE ANY CONTROL STAKES ARE DISTURBED. D - J 4' O"C' SUBGRADE CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT IF, AFTER VERIFICATION, IT 15 DETERMINED THAT NO STAKEOUT ERROR OCCURRED. ' •'T'S MA _ K TI PE THERE IS ND WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL EXPENSES v OWNER SHALL HAVE THE EXISTING SUBGRADE CONDITIONS EVALUATED BY A INCURRED FOR SUCH VERIFICATION. MA USED As eACKOLL. ooM#TXREDE PANFOR ArvLL �sss "TIDO cAeLIAR ' /oFT GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL PAVEMENT AND SIDEWALK NX- FAA WIRE AND 11LIIIN. IONIFICHICK TERI]8"I.D.O T PIPING AC FDR MANHOLE DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR PAVEMENTS ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION - ANA SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SNOULA HE CHOOSE NOT DF THE ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY l / H T /% '>— SLOPES OVER 2DZ UP 0 60. MECHANICALLv DEAD END MAN OLE NO E. - P TO HIRE A GEOTECHNICAL ENGINEER. OTHERWISE THE ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO ER NO PLACED N 6 LFTs AND RE suALL BE BROUGHT uP 12 M N ABOVE BRADS "� TVP. PE 0 NE SUBBASE TO SPR NCL NE OUTLET SHALL RESPONSIBILITY. AD.B.E r REou RED FDR LNE W GRADE cRAvrtv s[w THE CONTRACTOR SHALL TAKE 9 OF PPES. BE ANGLED FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND R1 EXTREME CARE WITH THE ONORCA BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN SHEET TITLE: CRU p, AND i,EFOR"P PE 111 LRE EE aocn,JONs wDT,POEss;W FRANCKovET ON MIN OD � �E - REINFoacEo cINCRETE BASE �iow T)oN of 6.. oaueLE CONSTRUCTION OF THE _ �® ® 45' BENDS ACCORDANCE WITH NYSDOT 203-3.09 INSPECTION SERVICES DI THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT FDR UNSTABLE IA. USE ALL X -- A MNND P PIPE 42eEDOW ANo DSMALLER -III ® iu III FILLS SHALL BE CONSTRUCTED WIN ACCORDANCE WITH NYSDOT 230-3.10 SU BENCH IN ALL DEAD ENA ® SUPERVISORY ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN MANHOLES TO ENSURE D OSTONE EX CHANNE NEITHER GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY nI p�/ ANt°c[siaavDio PRovIDEDA luau 12' uIN. FOR PIPE I4' DIA. ANo LARGER DRAINAGE TO THE OUTLET — O O PROCTRO RH(OA AS PEP PSIPBECHCATIONS) D BECURE EMBANKMENTS. COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH FURNISH AND PERFORM WORK IN ACSIBILI7Y FOR ITH THE CONTRACT FIT UM E TO SANITARY (TAR 1 AN 3 FDINDAEDN. �pp 24'-1 oaaEwovt°tiD CSIs *[n LEEP TABLE O Wi4RVAERioa[ N A PIPE. III M N. —III NU DSTURRED SU (ADE-III—III 1 -0' MIN. DEPTH 11 SE WITH N SO 230 3 2. CONTRACTORS NOR ASSUME RESPONS THE CONTRACTOR'S FA MENTS. oPDANCE w STAINLESS CONTRACTOR SHALL OBTAIN A PERMIT FROM SARATOGA COUNTY SEWER DISTRICT DETAILS NoOTEs: 'XCA1IUE1 'ON' NOT To E CED g2 N szE. To BE GLEAN III—IIIIIIIIIIIIIII-III STEEL EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE (FABRIC EIUVALENT TD CE ATE a51) CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-2.02B., SELECT BARROW AND N0. 1 PRIOR TO CONSTRUCTION OF ANY PROPOSED SANITARY SEWER LINES AND ANDGOR III III III III STRAPS FOLLOW ALL PERMIT PROCEDURES DURING CONSTRUCTION. A RECATEs — SELECT FILL, COMPACTED PER 203-3.12 GRANULANADR IN AND FAA M AN SPINIOND EDO ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER SHEET: GRANY'F D RO MEET T'PETFHE s 2 IO REOUuREMEUP RSE OT. SSVNEX CONTROLLED FILL AREAS: CDNTROLLEA, RELATIVELY CLEAN (12% MAX PASSING g200 01-101 IN N4I sEVE - PAVEMENT AREA LIMITS SHALL BE PROOF -ROLLED, WITH UNSTABLE AREAS SIEVE), GRANULAR FILL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 12" IN LOOSE OG121.PASSING H2O0 SIEVE REPLACEMENTS AWAT"NA/OFtBE A�F5 LT0IEACCOMPL 6H �A450L5. DROP CONNECTION TO EXSTI N G SUBBASEE MATERIALS, ALS, BOTHAEMBANKMENT AND CUT AREAS,IN ACCORDANCE BEV THICKNESS. THESE MATERIALS SHALL BE COMPACTED TOA MINIMUM R. ALL THE NYADOT 203-3.13& 203-3.14. MAXIMUM ASTM SPECIFICATION D 1557-91 DENSITY, MODIFIED PROCTOR. ALL 16 of 16 a SANITARY TRENCH DETAIL SANITARY MANHOLE — SS DETAIL SA -2 a SANITARY MANHOLE ALL CRANKY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR -26 HEA CONTROLLED FILL SHALL BE `REE °` ORGANIC AND/OR FROZEN MATERIALS. 6 NOT TO SCALE 6 NOT TO SCALE I6 NOT TO SCALE WALL SEWER PER ASTM EAGER 115 PSI MINIMUM PIPE 57IFFNESS FOR BURIAL DEPTHS UP TO 20 FEET.