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HomeMy WebLinkAboutW-399002V J WATFRPWIGENFMLXOIFS SWINNPW Xn3Nl 1. ALL WORFNIO MATFRNLSSXALLBEIXMCORONKE WRHTHF WTFSTFOIICNRTHEOIYOF RENfOXRIBLK WdIFS WMWDSPFOFIGMMMDSPECNLMONS MANDMS /AMASfA1 SPEUF MNS,LATESTEDMNM AMENDFDBYME101NOFREMOH. ASEF OFCNYAPPROVEDPLW MS BEKWATWEJOBSMWHENEVERCOHSIRUC110H ISNPIIWRESS APRE�X UMONCOXFME"CESH MHEIOPMRMMESTARLDFCONSIRUCIION.THECOHNMROR ANIMDEVELOPERSHALLNR NSIBMFORMMRIMALLXECESSWYM MMPRORMCONSTRUCION. 2 ALL ENSUNG DRUMS SHALL REMAIN IN YRVNE WMHG CONSTRUCTION UNI FAR OTHERWISE N]rED. ME CONTRACTOR SHALL CALL S-80YG36 TO VERIFY UTILFIY LDCATIONS BEFORE BEGINNING EXCAVATION BE ALL MATNWS USED FOR MECpISTRVCFNW OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND DROWNING, AND YATALW CUES FOR ALL MATERI SHA UL BE APPROVED IN WRITING BY M E GUY R BRITISH PRIOR TO BANGING PAR MATER ONSITE. A. ALL WAIN NN RPE MATERIALS NNLL BE CEMENT UNED DOME IRON RIM MKKNESSE LIO B3 NEW AW WAC ISIAW C ONE RPEIdNR USEPMHONMMECHANICALIOIM. CASEIRONORDIIL UIWNMPEFMNM 1W1BECLA55250A5 PERANWAINWAC31DOCU.3083. ALLDUCTILE IRON PIPEAND F"KSSHAMK WTUPPED WIT lLMACICNM-TYPE MLYFTHYIFNEPUSNCPERAWWAC SMNDMM. S. MINIMUM COVER FWMMPOF WATER MN"STO RNMEDGRADE SHAUN 36 INCH6FORRPEDIAMEMROF DIAPHANOUS MD"INCHBMRRPENAMETEROF]SJ"CXMOUMM. MAMMUMCOVERMRALLWAMM MSNALLBEMINNN. ANYDMAT SMUUBEAPPROVEDBYMECUVOFRFXFONPRIORTOCON RUMOR. WNFAEUIIINYCpIFIICISOCNR, MEPWFINOFMEWATERMNN$HALLNANUSTEDANECESWRYTOCLEMCMFIIC MDMF DEMIINALMCOVFN RPE DEFU=NMS NO MUM ONE-HADDAM PIPE MAHUFACNRER-SSPECIF DBNON CMSROFRPE USED. ALLTRFNCH BACKRLL SHAM BE COMPACTED TO BE PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY ME MODIFIED PRIX.Tp116T METHCO(MOONH RGADWAYE ROADWAY SHOULDERS, RGAI WAY PRISM AND pIMWAYS, AND S PERCENT MOO N UNPAVED AREAS, ALL PIKMNE OMAPACIDH SHALL BE 95 MOD. 6. mN]IME BLOBSNG FOR WATER MANS SHALL BE DEIGNED, INSTALLED AND RNREDN PLAN IN ACmRDA"CE WDN CITY OF MOM! NANMRDDUMUMOSPNIFIGDO"SA"OMMLLNINSFALISDATALLVEROCALA MRMWA.BNO[MR AND BBE OF IMMIGRANTS. MM"UGS(OR SIMILAR PNbUCF) MAYBE REQUIRED ON ALL MECXWICALDMS N MOWER CONCRETE BLOCKING. ]. ALL MIN WATER MAIN PIPES AND FIRINGS MALL HAVE A SHAM PIN PD RUN MPgICH MEM RAMBO MMFLOWED, MGHFE(RD, AND VOTED. CLEANING, PRESSURE AND PURITY MISTING SHALL BE WINE IN ME PRBENCE RAND UNDER ME SUPINMENOH OF A CIIV OF PENTON JTIUTY INWECFON ME MNTRAROR SHAM SEARLE, INSTALL AND RRAWE I CORPMATION9TOPS,NOWOFFA EMBLIB,MDMMIMRB W/BLOCKIXGFORTESTNGAM)RINRMCFP E. NO MNWMNSxMMN EBR EENMEMMMANMN EMENEWWff-TAPVAWTOMEIBIMN NUXOL ME NEW PIRMG HASBBX FMMVDGED. DWHFEYIFD, RUSHED, AND PASSEDBORI PRF UMDNMTYTBTM. 8. NEWWATERMMNSMCLUDIWSEMUTATEMBNMLLNTE9TEDATAnAMP UMRIW IABOVEWORMMG PRE SURE VW M A MINIMUM OF 22S PMTESTPRBSURE FOR 111 MIMHE WRHAMAMMUMOFS M PRBSUROMPDURNG ME EMIRETEST PERIOD. UPON SATSFACfO MMPLETIM MME PREBURETED,MEUNESNALBECN"FECRO, RUMORED, AHO MEM WATER SAMPLES SHALL BETAKEN FOR FARM TESTING BENE PAWL WORKS INSPECTOR. 9. Mn PWRA O MMIALLNOTIFYMEDIV M EMHN G WANTS T'.WO MMMBIMNNMPMTMEXBATLMST]O WMYIY MYNMDF OM SAT CMXECIDNS TOMEFBMUOWMINYSTFE.M RIMCIMSXNLIX RMUI WATER MVNAMDFRRXGSATMFCOMIFCIIM!PSHBU VANUGMFNSSUURYMMPr0R5NMDR REOURCRRM MFNMLL CONNFCTIN.MFC E1 ORSHMLIXGVATE•REMOVEALLSUNA[FMAIFRW.S, MIDMOWOESNdWGANO ALL IMTN RSREQVMODER NIROFPENN"RFNRFORMME IMMD NTOMEBMRICWMER MN. ME WMIMCTORSXNLPROWOEAXO NSFALLMCNHLL,CMMEIF NOIXIXG.AHDCMMEIE511RFAQRFSRIMMH. PUBNC WORKS M. PIAN - 800.0 DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2010 a N R.9 a6 CA w ® a IS *M A N A NV Fa 3a NEED® SAN e 8 W FAA®f A AV R Rh a K M bx€AP8 4MIGA LDFDMERM[AED WOO SPEREe 'It' SENATE L PUERTO WOR1P= CONCRETE BLOCKING FOR VERT)CAL M. Pvx DTPARTNENT FITTINGS MARRUff holo CECIL irASSOMATES PO BOX 598 BOTHELL, WA 98011 (206) 484-3495 www.ceciinassoc.com TAPPING !ER MGA) I�iO�l�f�l� TAPPINGV(R p1D 1 -BUND RANGE ON TCF WW r TM AND 2- PWC TEMPORARY PG (N LH TAP FOLLOW1-BUND PLANAR ON ADD2INCGLEOFEASSEMBLY 1-PLUAVTHRhM BR 9DW OFF CONCRETE BLOCKING RR OM @ PPN S19 PF'RSEJ .T Pm ccTa FM MAnAMXl+ssss IxA" - YH PPI RDRRI9w RAZJpMA"R pqR Ghx' Fdv' NnNI 16P'iE�h! Mee> M€d M 65'x'�H �' T'TGLIf GN'kFYN(IV'zI.WRY"MD9xl(fly w,aA PIPW Odr Y�RI�ERIiENlSBNNF�EPIN�BF3s '��IyFIIIYNXiYAfDW 1N�1�® B14'i®" PFOSTLERti€'PINT®® ��M�IR![�liiPi PYDDIIFF]�F>•ONRI� K M bx€AP8 4MIGA LDFDMERM[AED WOO SPEREe 'It' SENATE L PUERTO WOR1P= CONCRETE BLOCKING FOR VERT)CAL M. Pvx DTPARTNENT FITTINGS MARRUff holo CECIL irASSOMATES PO BOX 598 BOTHELL, WA 98011 (206) 484-3495 www.ceciinassoc.com TAPPING !ER MGA) WI u1N]a-.MJnFL) OUR PumUXNu TAPPINGV(R p1D 1 -BUND RANGE ON TCF WW r TM AND 2- PWC TEMPORARY PG (N LH TAP FOLLOW1-BUND PLANAR ON ADD2INCGLEOFEASSEMBLY 1-PLUAVTHRhM BR 9DW OFF CONCRETE BLOCKING RR OM k HI CONNECTION DUAL r` all-�I (\`n NEW D.I. MhA ALL GLEANINGGBBY BOLTING. PRESSURE TESTING ADD DISINFECTION.OW TEMPORARY BLOCK & MD CORRECT CONNECLTO VALVE OX BY CITY H ILL SU W IDA A OOI SPOOLSNOTES1, TAPPING BUS SHIA BE MADE AT CAST MAN. VALUE IBM ANAND PALMA MAU SE WATER TAPS SEEMS TAP2, NO SIDE AN AGE TAPS AN CASI WATER USES TAP SHALL BE ATLEAST 27 SMALLER DIAMETER TIM THE IMESSING MAUNA, NO BAT TAP M ASBESTOS CEMENT LINE BE STEEL ONE4, WET -AMM Of OWNERS GUY M RENTON WATER MAINS SOL BE DONE BySPEER TO OR SAPPERIOR TAPPING NQR CONTRACTOR SHAM BOTTOM AND NEWLY THE HORIZONTAL AND PERRIAUMMENT BE FLOWS WE BE MA AND SHALL START LOYND THE NEWONE AT HE SALE WABXAWAL AND HELIUM ALIGNMENT BY THE EARNEDA, BOB FORCES NO PERFORM THE REAL CORRECTION FROM PRE WATER ONETO THE TAPPING VALVE ATIM OIL COUPLE ADD 0.1, SHARL. SD). PIAN -800.1 aea L PUBLIC waaxs CONNECTION TO WATER MAIN WITH �C ITeeaxTMeNT TAPPING TEESVALVE MARCH 2030 SA -ERV D6N6 Y5" BEI!D - E:READSTEE 'BG BEM -D WrE 1I �TA J ON AMNI Dora G:MwLa°kL.IWn b IMPAIINI NW'DI2EVBLCCYMry InA NGCiUNIXXYXAN MWAM[.OI PM59@66.E i4fiS 'GRE�LRPW 191PA[(SYAS BCOQL96"9mIIBY'FL A➢IIEER :, �LLDrcRws.Enalr<Becswro IR e�N B_M�X *- MwsarR� Lrmrc�mlr. J: hP11 yET:°w XFp [W�ECAAG PAFFORDINGENGIBOURGY�HL'AWMx� lAtERRGSSEM�REs�W.1 A. :NL.BZ� wCI�tIInS.6�F�zYO Yt (sL1-FSI ROOM r`A yi PTFRT, fa a NSMxR'uw 1 �FI� ap( j q�yp[p . POPIRAT ALL BYCOMYR UP UNCURL 8H# WA A mw MIS bi "o.LNA Rrscxw f. ss Ll _tt AO .Ns . '. BE MOg6Ea CONCRETE BLOCKING FOR SID. PLAN - 330.2 D&P>kl II 'T HORIZONTAL AND DOWNWARD VERTICAL BENDS .xRvsr Hpa I*A��N R Sx�i�m i[EB DEADLIER .:�ipAyplpCmfwuTBM,Rzxn Relws BAS IA MUMexruro MP.aY�vxa o-'ue;>i C I O! Ez_Ayz' �YIPt' I!Iwc �. 'IEE Gap gV'@"Fluc wll TIE[ uP51 �p}P[ glajpl Irz[ [tapa.wuc e _ Ji'v. @ PPN S19 PF'RSEJ .T Pm ccTa FM MAnAMXl+ssss IxA" - YH PPI RDRRI9w RAZJpMA"R pqR Ghx' Fdv' NnNI 16P'iE�h! Mee> M€d M 65'x'�H �' T'TGLIf GN'kFYN(IV'zI.WRY"MD9xl(fly w,aA PIPW Odr 4 PERMIT SUBMITTAL RJC11/17/181RJC X 1.. - 10. Rm"°` PROIIM/1991 3 PERMIT SUBMITTAL RJC 0/31 1 RJC m. RJC 2 PERMIT SUBMITTAL RJC19/26/171RJC SHAM VS � � 1 PERMIT SUBMITTAL RJC 9 8 17 RJC ATM l DATUM JCF IF AM ONE INDIA NO. REVISION BY DATE APPR °^^P•p"RJc g -NE ASI"`LY :=i N Gil ] e EOWA Vl3i N INSTALSAM AN WHICH MEDIA 15 LOCATED MAU A. RAW LED IMI[aARV NIM %FE RNEAATW 1KY1M NL1XH0 ilA'.P SlA3 8 HAW�MTO MAIN READINQ NOT AN USED ISM GC 9NIEM (A��"T F MIN HOME) XO MAT IME AROUND D. HAW GUERNSEDI Y fOIXGRaLKCL55 vsy T11 GOLVd AND Tt A R �l V iql �AaXSEp�EnNY�iRRE GFI.MIIFP M ME MIO METER. MUSA SEPARATE ME BANANAS PERMIT A ABOARD% T BE SYNIITIEp ALTO RpTMIBFlN AMUSING EWXRp DEPARTMENT fgzTHAN ED MET TO I MAN �� xE�MT OHI" PRIVATE CMPPE(Ppry sIALL XM MAN 2 MANOR RANK* CLAUSE AD DUCTUE PON PIPE S(EL NYJj CMM VALK RO% AND COYER MINIMUM) ILFITTINGS M� BE L(aMxcx ulxluuE plo ADD "cuaErt Cl RETHRUST BLACKS MMA AND A. POST-INCROUTOR p ST (uq nM"i"AUP[x"sAllw S EFTS (REI NWIN MXCEO DUCTILEIRON• MOVE ON MAIN URGE AN HI BOSTON HEALTH EST 0' AF 2� INCH 3 For DIAGRAM PAM AN PPE SPC YC LcxC SPwa (a z ] � SUMMERS iDxPPN B�ONLY. (PER o¢�o°`�[ry DEMI BOTTOM wp�]A���AUSIII iAio`METERED I REST o`nAi"`vanNATm TAMPER rMwuDwwlaGwi O f[N YH9RSR PCSITKpVIA[flDIiNF1�F��frRBODY A M�Cp��� W90E AT THE BUILDING WALL (MAL13, UL USTINED RRE DEPT. CMINEECTION. UL UESTED NEAR AWAY L MOUNT Ti Iw"TYPE STEADY vuvR,w¢ AN BC L RIP IN vAl]aouIx 91L4 Eucw nau[m LA!E wM x w FLEE unquuu LY W PUBLIC PRE xRwlOXIDMOST E AMR NEED �xpzT �nsxaTOFir DERMA DiP°ra]MEn'i aFOOH[FLM CERADMITTED nFlED MMROX ASSEMBLY 1EB1FR 16T REPORT MOST N MINIMUM OF mmum ITEOX ]OBEpVIY ro REHIO ¶WATER UriU> WpWXSEILL"C MAKE AE Mrz TEST CITY OF ' RENTOR. Planning/Building/Public Works Dept. C ORTONA BUII.DIN Mr: •BP xm Nap Acmr AO.USTIAI STEEL RPE AF4NIT, sTAMaMs Num ro Roa. PUBWC WORKS IN81DE BUILDING IN8TALLFOR BAND M. P11N -980.6 x � M DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY YRRCH EOIO W-399002 IN COMPLIANCE WITH CITY OF RENTOR. STANDARDS DEVELOPMENT ENGINEERING IFitz-James 01/26/2018 WATER UTILITY Abdoul Gafour 01/26/2018 DETAIL SHEET G C2.00 N L7 5�. MY FV 7