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HomeMy WebLinkAbout#8056-McCoyd Survey proposed as of 4-9-25 LOT COVERAGE DRAINAGE CALCULATIONS 4 C Os+race.,Aven.,Fe...N,,,New ro l I¢O .el.63'^2T.2303 Pox.631:t2'1.0144 BUILDABLE LAND=LOT AREA OL007 SQ.FT,)- HEALTH DEPARTMENT USE d.. -ovngenotr�e®�rg.cem WETLANDS(442 SO,FT)=IOM5 SQ.F?. VOLUME REQUIRED EXISTING ROOF:676 SF x 2/12 x SD =146 LF FRAME VOLUME PROVIDED HOUSE&GARAGE -1,360 Sq.FT ; FRAME STORAGE =16 5Q.FT :USE NEW LEACHING FIELD#I: WOOD DECK =299 SO,FT (2)GALLEYS 8.50'x475'x2.50'DEEP =160 CF Howard Vi.Yo j,Lora Sur q- WOOD LANDING =28 SQ.FT. VOLUME REQUIREDGFiNoloert.=rcfc=_sional Ery'meer J DeRal s_ACams.ProPessioncl Enyhieer ROOFS 1,015 SF x 2112 x 1.0 �EPCFI IF P-W A,/deav®r,Lma Surveyor TOTAL=2705 SQ.FT=16.1% ;VOLUME PROVIDED PROPOSED USE NEW LEACHING FIELD#I: 1 d 2 STORY FRAME HOUSE =1,182 SO,FT (3)GALLEYS 8 50'x4.75'x1.DSTORY GARAGE =432 5Q.FTSITE DATA COVERED WOOD DECK(ENTRY) =143 SQ.FT \ COVERED WOOD DECK(REAR) =135 SO,FT \ AREA=11,007 SQ.FT. RAISED WOOD UTILITY PLATFORM =41 SQ.FT \\ `SEE FLOOD INSURANCE RATE MAP PANEL NO,36103C0166 H LAST DATED SEPT.25,2009. TOTAL=1,933 SQ.FT.=18.3% \ -\ "ZONING USE DISTRICT =RAJ \ VERTICAL DATUM =NAVD(1988) \ P TE5THOLE �7 \ 1V \ `DEPTH TO GROUNDWATER =4 FT NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 [� \ rzE�_nE aLors arwox "MINIMUM REQUIRED IJA OMITS CAPACITY =ADD GAL NxH-AA?EI� r Dna(oL�wn i�a \ 560'20.06 11 xE PROVIDED IJA OMITS CAPACITY =500 GAL V\\ J \\5 62 Co \> •GRAVELLESS ABSORBTZON TRENCH REQUIRED USING TABLE it OF THE SCDH5 STANDARDS 7435'58.03°E CAFE !�o°`/ FOR A 3 BEDROOM DESIGN&1-5 mioA.PERCOLATION RATE) =46 LF 6vA_i T'a ? % nDaL wEn.anas 30� LEACHINGFIELD#2 /, / GRAYELLE55 ABSORBTZON TRENCH PROVIDED =46 LF L o¢xNF"uoP Trrzoz PROPOSED WZE-BACKED _' 7 /_\ 8.50'x4.]5'x200'DEEP �'P{nv`/ EXISTING DRYWELLS c a 1b efe , ,zT' 14f \ SILT FENCE " S TO BE REMOVED(TYP) r e f C �F"F.\-\ -(8,098 SF AREA OF /�J DISTURBANCE) / ENGINEER'S_CERTIFICATION wo \ �, ISO Db i%' / z� 0 /sk/ "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE U15POSAL (sP;rawSYSTEM(S)FOR T, S PROTECT WERE DESIGNED BY ME OR UNDER UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROUGH 5 OFTI�OZL, 26.23 E�ccHAsuL SITE AND GROUNDWATER CONDITIONS ALL FALLS 5 XS P@OPOSED,� cro jl7•E CONFORM TO THE SVFFOLK COUNTY DEPARTMENT tfEAXTFi SERVICES 1 - PROPOSED 1 STORY J6 q,woo CONSTRUCTION STANDARDS IN EFFECT AS OF Tk(IS`DAT€ sao.Mo waTExa iz \ DETACHED GARAGE cQ p°� -i �' a� � I�� x F � /AwU waTea MAPK FFEL 810 m00�•,Y Deb 'yYs S6po I9. 1 x\ ASIyaIT Du �.a-iF�e4 NOTES FOR EXTEND WATER k J'r 3 = J� y4r \_ HOWARDW YOVNG N.Y.S.L.S.NO,45893 ABANDONMENT OF SANITARY STRUCTURES \ SERVICE \ THOMRS C WOLPERT,N.Y.S.P.E.N0.62483 DOUGLAS E ADAMS,N ABANDONMENTT_N-PLACE EXLSTINGSYSTEMS SHALL BE ABANDONED BY REMOVING ALL PRCPOSED RESIDUAL SEWAGE WASTES BYALZCENSED WASTE HAULER, PERVIOUS GRAVEL a �'� \�\.. O / ROp L000(xjV W,Ec SURVEYOR'S CERTIFICATI 9 REMOVING THE TOP OF THE STRUCTURE(SL BACKFTLLING WITH DRIVEWAY T I a4� b Of OSFpRdF Cp cRo;\,'Aa'E `,- SUITABLE SAND AND GRAVEL MA TERIAL,AND PROPERLY APPROX LOC OF EX `� Z+'r •r0 0 `WE HEREBY CERTIFY TO 5 EAN MCC E fi]IS`.SURVESV WA COMPACTING. `SANITARY SYSTEM TO B �OOq PREPARED IN ACCORDANCE WITH THE CODE OF P FOR9.ANO SjiRVA' AR NDONEDIN ) - ` - �f Y$ i R OU PoS.FO !f}-- Hoe ADOPTED BY THE NEW YORK STATE A550CIATIOPRt3�E55IONA) . g ABANDONMENT BY REMOVAL \ ACCORDANCE WITH S eysn W _ h0�0 a°;J' SURVEYORS- - EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL x SCDHS STANDARDS si. pf H46 sc 6+ o (PrpF kgaR RESIDUAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE STRUCTURE(S),RACKFILING WITH SUITABLE SAND \ x ij. k')S J o°. )'y^TF qGp ✓ \ x AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. At y ABANDONMENT OF SEWER PIPING I�,rAA�,, �* �8S Z n` � �'$� HOWARD W.YOUNG,Ni. .LS.NO. 893 '---` j THE A550CIATEO 5EWER PIPING SHALL BE CUT AND CAPPED AS A 'r` \n 'V K^' e O� z` ° �v\, hA DANIEL A.WEAVER,N.Y.S.LS,NO.50T12 , MEANS OF ABANDONMENT,THE DEPARTMENT SHOULD BE - CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF AFU BANDONED SEPTIC SYSTEM. o,oy ' /�� .A�9N �"' ^ i ��\ Y p q� SURVEY FOR ABANDONED SEP TIC SYSTEM, THE ABANDONMENT OF EXISI'IN&SEW BE DISPOSAL SYSTEMS, � �\M1 IJL� �IQ9js y, o� �� SCAN �C©T D EITHER IN LICENSED D TGN OR BY REMOVAL,MUST BE CERTIFIED BY EITHER R PROPOSED \ zoNtx A LICENSEDACE,OPROFEMOVAL,MUST BEL OR CERTIFIED (^` / SANITARY \M1 ��71� a a1^v ro.xR uaL INDICATED BY THE DEPARTMENT ON THE PERMITTO CONSTRUCT r^_l SYSTEM 4'C 5e ' at Laughing Waters,Town of Southold - FORPROTECTSSERVEEDBYMUNICIPALSEWERDISTRICTS,THE Lv/ \ \*'bwy \\ l�`2)&ALLEYS ELD#I Suffolk County,New York APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD \n>�M ALSO BE CONTACTED. ( 0` / p�-+g//� \ \ +sas `\9.50'x4.75'x 2.50'DEEP BUILDING PERMIT SURVEY LEGEND / °* \ Q?mq 4 O—lyT.MP, LOW sue. 87 a-03 66A BBC =BELGIAN BLOCK CURB \ FEEL SURVEY 9 SSW =BRICK SIDEWALK / c4m MAP PREPARED COMPLETED MAY 09,2024 CIC =CASTIRONCOVERdc m CH =CHIMNEY eq \ �`\ Record of Revisions OZ =DRAINAGE INLET REVISION DATE DW =DRYWELL NOTES ` EOP =EDGE OF PAVEMENT 1.'LEE OW T55HALL BE MODEL CEN-5 MANUFACTURED BY F CLEAN USA. \ `� ADDED R4lZLDIWx-PERMERM�IT DATA ----___ TAN 29 HI25 IRE =MON PIPE FOUND MLF =METAL PENCE 2,THE DESIGN ENGINEER,FUTICLEAN USA REPRESENTATIVE,AND SCDHS \ OL =ON PROPERTY LINE REPRESENTATIVES SHALL 085ERVE THE INSTALLATION OF THE O WTS AND L EACHING ` 05 =OUTDOOR SHOWER SYSTEM.APPROVAL FROM ALL THREE PRIOR TO BACKFILL. 4 PRE =POST&RAIL FENCE 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCF =REBAR&CAP FOUND FUTICLEAN USA REPRESENTATIVE. R0 =ROOF OVER \ WMR =WATER METER 4,AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE / 20 0 10 20 40 60 (4 =LIGHT POLE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BESUBMITTED TO THE =END OF DIRECTION/DISTANCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF Scale-1"= 20' V L� THE IJA OWTS REGISTRATION BY THE 5CDH5IN ACCORDANCE WITH ARTICLE 19 OF WETLAND FLAG THE SVFFOLK COUNTY SANITARY CODE TOB NO 2024-0058 DWG.2024 0058 by 1 OF 3 SWEET.AIR VENT GAP MF6 BY P-TITE 40a Osba^der Avenue,RNerhoao,W�v Yo:-k!1401 '5'MIN FROM ANY DOOR OR WINDOW) .eL 651aT2735G3 fax.63!T2E,Oi44 t F;5ERGLA55 LOGCiNb dmr joungenginaerlogscm EovER e—a-Rc a R15ER a.A-,c ,a 8 2 STORY I MP6 5Y FOLYLOK b"�t'1�(tG`-'-'OC`TOO-� FRAME HOUR 6 RIM="1.5 ma's'+- Y*" -3EDR0 MS 4'FVG FE QI_¢5 8 GONERS r`5'—I 64'L 2ONG TRENCH� 0' �6 Hory d W Y rg, Su _ } mas G.Nbip rt:. fes Eng 2.00%M N. ,y ,;SAFE IDS 4 WG 4`PYG PIPE J Douglas E.Raa Profes Engl er M;G BY J. TTr(;'YP) PPE® LOG%MIN. 6EGTEXTL DanLl A Heaver,i d 5i.rveycr u=8.2 R4M=5.2 =10%MN, - BARRIER PROP rE CLEAN r 1 : ! ION 5 OUP AT;AGE OF Bu!LDmb � HEALTH DEPARTMENT USE IE=S.GG OF PIPE - ... _ 4.3 IE=451� !E=446 IE=436 1 �-_ 1_ b . _ 1 .._.x.. ... . .NE GGN'TOI3 FV, PENTL.T — IE-466 TO VENT HGLE IN OWST SEE DETAIL FOR 6EOSYNTHETIGJ o z \ 4"DIA.PERFORATED PIPE-' N OWTS UJMPONEN?6 \ AGGREGATE i HIGHEST EXFEGTEG GYl'EL=12 � 50?=028 1 .,•,•••,1\,,•�•••••,•••, HIGHEST EXPECTED 6W EL=12 2'DIA.PGLYPROFYLENE GRAVELE55 ABSORPTION / DISTRIBUTION BOX T5zBNGH5(6 5F) 12"XIZX9 LONG / SOO GAL.I/A OWTS OF(TOTAL 2)=45 LF CONCRETE SEAM5 MDL.GEN-5 MF6,BY M JIGLEAN USA r�rn.Wnl'r«a cR awaov©=_mx PROVIDE END GAP L_;VELIN6 DEVICE rs_aess cR awrzarm[-cwE HYDRAULIC PROFILE A�RO>p FBY e a OR 5GALE:NTS Bs BUTION OULET PIPES BUOYANCY CALCULATION5 F!N.GRADE IA OWTS ONE(!)OWTS MDL.GEN-5 MF6.BY FUJI GLEAN USA W l&HE,39T LBS.,REPRESENTING THE DOWNWARD FORGE FOR THE 5T TU5`E. GORRGSIVE RESISTANT /^STRA=IN6(TYP_OF 2) THE PROPOSED 5TRUGTURE WILL BE PARTIALLY 5U`BMERGED TO A DEPTH OF OAM'(1.20 GEN-5 MINUS 0.Ea). OWTS EPDXY COATED ANGHCR EYE BOLT THE/OLLN-OF GROUNDWATER OUNDATER DISPLACED BY THE STRUCTURE V=AREA z 5U5MER6E0 +YP.OF 41 DEPTH(T.9o){4.0v(092)=29.2 CP. ' THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY S UBMER6ED ST -TURE W= HIGHEST EXPECTED 2-B GF z 62.4 LBS,PER GF=1e22 LIPS, EL=2 NOTE:ALL CONDU'IT5 BETWEEN PANEL AND APPLYING A SAFETY FACTOR OF 1.5,THE UPWARD FORGE(BUOYANCY EXERTED ON THE TREATMENT TANK MUST BE SEALED TO PREVENT PARTIALLY SUBMERGED STRUCTURE 15 Ie22 z,5=2,733 LBS. 12"XI2"X9'-M, GAS LEAKAGE!NTG PANEL. THE DOWNWARD FORGE GF BPI LB5.15 LE55 THAN THE JPWARD FORGE(INCLUDING ✓'NCRETE BEAMS FOR itiFl GONJNUN;CAT= N DEVICE; SAFETY FACTOR OF Is)OF 2,155 Las,Abet,THEREFORE,RN ADDITIONAL 2536 LBS.OP USE ALARM/GONTI L PANEL wL loa5O4o ENGINEER'S CERTIFICATION DOWNWARD FORGE!s NEEDED. END VIEW DETAIL CON-IRO ER G MF6 BY.,.E RHCMEV5 SCALE:NTS 9 USE(2)2"z!2'z9'LONG OONCRETE BEAMS=1e.0 GF ALARMJCONTROL Z HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL THE ADDITIONAL DOWNWARD FORGE PROVIDED=151 CF z 150 LSSiGF=2T00 L55. PALL MDLNOAA'i2 SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY —GON'(ROLLER"A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH GTU MFG BY SJE RHOMBiJS 51TE AND GROUNDWATER CONDITIONS,ALL FACILZR A3fliOPO$ED 9 I- CI3et.6iBtR \Invre nI) CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF 1_-T SERVICES B CONTROL F.ANEL MOUNTED 4 "� t 5ed�r,�en Cb ber 2'1% C CONSTRUCiZON STANDARDSINEFFECT AS OF INI UXTE�` �/ d 1 4neemb FA Ch bec PR �ON4x4/ PROBF0 ,E TREATED WOOD POSTS 1 E `)4 -§`-'� �'7' .gczebtiC Fltranon Ch.boc 12'1 / � _ (di Sloca eCA b 63 - / DiswfrcSoa C'�rtFa 4 , nTa ,.nA./ T al VNw�e i49 z \^al'LATED _ .AIR 1 WEATHER LET P.E —SPECIFICATIONS BLOWER BLOINERNT THOMASL WOLF RT NY.S RE NO 684B3 P= aA1- Bozed Tye.uobie McAa 2�CP PP PE =Fitt-BRa 36 ( �C'L�' DOUGLAS E.ADAMS,NYS.ED.NO.60691 z N) FIN.GRAD= E / Aaub�e Media PP PE ;Fltline Rate 11% � Bt n,v >_.fi f f\� EI—E TRIO 5)FPLY`� T >; FRP TO BLOWER { SURVEY FOR piping PVC`PP � "PE , JIGLEAN j aw-s SPLICE Eax t Li-f—(olnnn,) iIA—Tabs- V AIR L NE TG SEAN MtCOYD /z aiR tniaxc '-EL=GTR G,'u_SUPPLY WJIU EAN OWT5 F 0.B En NG<TY' C:EnNinGEG._n.!.c. B CONTROL PANEL 8 BLOWER PLAN VIEW EAU NT5 at Laughing Waters,Town of Southold '* Suffolk County New York :e•NANH� tT.P _H.c E PA N—E<= r c.; ' METER BVILDINfi PERMIT SURVEY y,i� I fi - � INGO'MINb SERVILE eeumy Tn,MV ore= 1000 87 6-03 Lam_ 66A DEDICATED 1 1 `-I AMP BREAKER FIELD SURMAP PREPA D COMP'ETED APR.09,W25 U J /, �, I N -2ov Ac,10 6oHz,s AMP=Gv�R SUPPLY Record of Revisions - neiv MAIN AI2-2 RYwa WITH 6ND 1N PVC CONDUIT REVISION DATE IF / VICE I EA- F 2Z• \ ! P0.6� ELEC.GONEUT J C _ /® v 1E� �HARDw!RE NA assExsLv � Y SECTION A-A VIEW SECTION B-B VIEW GRAND '-E RHOMBUS AIR wJ!cLEAN CONTROL 5L0WER OW:S PANEL Scale:NTS I/A OWTS MDL.GEN-5 MF&.BY FU IICLEAN USA OWTS ELECTRICAL ONE-LINE DIAGRAM DW6n2024-0055abp Z OF3 IGIICLEAN CEN SERIES LOG G anaertav 631.R 3O3 is 6 I'l2t p- LS FOR USE IOVSLY -„ ad b nga g i c m APPRO PROVED FOR USE BY SCOLD )i �ean €� Toward Glean Water 1 } ALL MATERIALS SCHEDULE 40 PVC(TYP) iiow A Lark Sprva f v CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 1 TFP G.WoIP - i 9 Eng'ae D CHEDULE4g ENDCA' r-ADAPTER FROM ABOVE(TYP) /' Douglas E Ad -F-S Eng veer ADAPTER 8 PLUG OI MUST INSTALL CLEANOUT Daniel A.Weaver,L anC^�woyor r TO GRADE!N I I 481" Ih AGGORDANGE WITH I SCDHS STANDARDS(SEE INSTALLATION GUIDANCE g HEALTH DEPARTMENT USE NOTE]). ss TOP VIEW 4NR DIMENSIONS(TYPH) VIC-Vd!TYP) I \1 �dY�r 1 �l I d � 32 OUTLETSOVNTWEtDEDTO V LONG STUE 6'SDRPRSER ....... r PIPING EXTIENDED - 411PIPECONNEGTEDTO�FfvUoJi C4�JC UP TO GRADE GLEAN CEN UNIT(TYP) ; LENGTH VARIES(TYP) 90 DEGREE LATERAL I� \\ INLE/T VIEWTYPI �- 31NLETPORT ADAPTER-j \ PORTS ARE I OPENINGS (TYP) SIDE VIEW WITH DIMENSIONS(TYP) r� 1 sfDE VIEW(Tiny EXTRA INLET CAPPED VIA 4'SCHEDULEA Yam' -ir ADAPTER S PLUG —�-"' OR CAP(TYP) t L` OUTLET SOLVENT WELDED T04' LONG STUB OF 4"SCHEDULE 4P PIPE CONNECTED TO FoUl CLEAN CEN UNIT ENGINEER'S CERTIFICATION a (� L HEREBY CERTIFY INAT THE WATER SVPPLY(S)ANDlOR SEWAGE DZSPOSAL a ,'-�- `�� SYSTEM(5)FOR THLS PROTECT WERE DESLGNED BY ME OR UNDER MY 4'D:A.PERFORATED P'P, DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, f SITE AND GROUNDWATER CONDITIONS,ALL FACILITZ FRS , 9 LATERAL3INLETPORT ! I ' I PERMEA LE BACK ;L CONFORM TO THE SVFFOLK COUNTY DEPARTMENT OF - 3 ADAPTER AtLPORTS / 7 r \ 6E0"EXTILE CONSTRUCTION STANDARDS IN EFFECT AS OF THT ARE 4"OPENINGS) ( / 6E05YNTHE.0, (-6ARRER (TYP) I f/ ) AGGREGATE ( '� FUdICLEAN CEN SERIES � \ �7� MODF�B INGEN ERIES HOWARDW Y0UN6 NYS LS NO 45893n AS E _ \��r THOMAS C WOLPERT N.Y 5 PE,NO 61483 \ v APPROVED FOR USE BY SCDHS 6 o�\ ' DGLAS E.ADAMS.N.Y.S.P.E.N0.8089T f Y ^ s i /i m \ \\ OU \ 1JIGLEAN INLET ADAPTER 90 6o MwNGr ' PERGOLA-IC-N R .: ) �\ '-F ", SURVEY FOR 4'TO ADJACENT insWN .—A.I also ScheauM ao PVC—A- Adapter TRENCH _ I qAi -30.Degre 1 Adapror h.N)op-RT(3)'n ek and(i)oufleG A€of Mese eH P-Pt stanaa=d ad 40 V F16-EST Ex?EGTED SEAN McCOYD 2.The[op of le tl pier has 6 pen g rh ed'th 6 SDR' :pe artl cep as a clean ut �i� '_ �_�\�� 6/Y EL= 3.Any v..ea nM_ o gt F pC p i petl N -tlile EO atlapter&Wig ora Schetice4osip IklSJ!TA3LE SAVD SHALL BE �� at Laughing Waters,Town of Southold scap thats sorventwp aptlmaarron awnoEp er�rcs ana sv=.reMweaaa rro Lne aa�ror pch. REP AGED w:rH SAND l�i�'jjAV/ /j�%� Suffolk County,New York 4.The a try d ei 11 be ratl i6 p GI F Y s g 4 b 9 t b f F.ea 40 Ipa -solvent welded RATED AT SP OR SFk 'From atl t -net d F CI h . pr fl—I,thi,F'G.-111 LE,AGHIN&TRENCH SHALL. SAND MEETING ASTM _ S.Theinstailers:zlens.:refhatihesolbeeaMihsaaap[er:sbackfi:etlnawmpactetlsufidenXyrosuppollebaGomof BE EXGAYTEDDONNToJ SPEGIFIGATl0N.53 BUILDING PERMIT SURVEY the adapter antl prevent any seining orsvain of the adapter or FujiGlean snit SAND RATED AT SP OR SW d 6.Maul fittings,Pipe,aru'caps are NOT to he psetl rorlFsha;laifm:of mi ss¢_ m.+.. e- _o.counlY Tax tromp 1000 s 7.87 -I:�3 b6A T.Mast instl!l a cieanoutto gads in acmrdance wigs L e"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUGTbN FOR (SRAYELE-55 A550RPTI0N TRENCH SECTION FIELD SURVEY COMPLETED MAY O8,2024 SELVAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLETAMILY RESIDENCES"antl to,—NDARDS FOR APPROVAL MAP PREPARED APR.09,2025 OFIFANSANDCONSTRUCTIONFORSEWAGEDISPOSALSYSTEMSFORSINGLE iA RESIDENCES" '1E6,DY EL-EN !=ORATION MDiII-343 SCALE:NTS a.The iol!av!ng are instmctions on how m mare a so!ventweid M agacYrlrg µpi'9 ro 1.Fiij.1-Iatemi entry adapter. OR APPROVED 5SBA1- Record of Revisions i.Square pipe ends,chamfer and remove all tlir. REVISION DATE 2 Plpe shouitl easily go:,9 otthe way info iF.e flilrg.tf pipe bOLtoms,It should be snug. 3.Use a sviteb.apP3cetorat least'h gre sfze law"d.Iamafe:.For larger size pipe systems,use a raNr Mlsge Mush or-ter. 4.dean pipeantlfi wRh aIlsted'Finer.Moot se Fame'or A85 pipe and fittings.Use Clear Cleareronyl) S.Apply flbsal ros[of cement to P,Iiollv=da NU,re et,leave no pmcoatadsptace. — 6.Apply e Nln cpa[of cement fothe insitle of grefiftirg;avgd putltll!ng of xment. SPuddling can caGIGN1,ke.!Fg antleemarure t11 of pipe orfithai,ApPtya secan.cortof eemenirothe pipe. T.Asserrrole parts Y-flo.Cement must be P,ultl.If cement has ddetl,recoai bolM1 park. 8.Push pipe FULLY inro fitting using a Y•to l 30 f ei, motion inip PI-bosoms. s.Hold p pe and A R togefherfor swnds to prevent pipe postwar-Icnger at ow temperatures.Wipe og 10 ezwss .Alow'6 m(+ores for gootl hantl:ing strength and 2 hours cure time at terriparatures'a6ave 50 tlegrees 9 Fahrenheit 5efore Pressure testi-1 to.OT TERT cure tlmas may be requirotl at tomperatures below 60 tlegtees E Fahrenhetawithµpaabove3lnches.DONOTTESTWRHAIR. Scale:NTS HOTE T. p' -I Cep tl. ors Tw Pit- -I fit..bent tempe2 re, re ah�e hum!dry.solventxm.,rt area and thesystem opem.:ng ora shou.a iMr seeretl whe tleterm!nirg sx up curetlrres. TOB N0,2024-0058 DWG.2024_0058_hp 3 OF 3