Loading...
HomeMy WebLinkAboutS-334705FlIiB i {MDR T SNAf;Le BE CENiEY -TYPE EQUAL.TO IOWA F -5110 OR COMP:T57'E SUCI AS GLOW ME)AtUOW. M & 14 926. MUELLER SUPER tX7ltifANWV..20O. AND WATaws PIt171"R iVliTl B° TECHANICAL JO84'f T Wpp1 Li1GS ��55----t /4° {MAIN. VALVE A> ±Wti 2 -1 /r C000ECIM,9 NAH(1NAL SbwbvtD. THREAD$ 4` PINiPER COANI S" CITY;oF SEATISE SII*Z A-vITN'A SON2 1JAPTOR. - 4.673'" SEATTLE TfNW.AD X,5• STORZ. ATTAC)_i ;V1TH i/8". STAINLESS . STEEL. GABLE. 1 -1/41 PENTAGWRDPQtk'IINGtRUT, PARE HYDRANT 10 6E- PANAED TW0 GOATS OF PAINT. llELLY- MODIiE RVATIVE PANT14b,'S t,Sl TMACRYLIC. SAFET'( pR,' AP . TBD E4 4i', PUMPER CONNECTION ROB Y OR AS DI 'Bi RENTON�ARE DEPARTMENT FIRE HYDRANT.EX.TEIISIIXJ TO . . - ' 6E USED fF REtX11RED. FOR 3/4- TO DCVA, USE .FOGTITE CONCRETE METER SOX N0. 2T (1x28') 11MN771y}� 3/8' STEEL COVER PLATE FLUSH WITH FlN191 GRADE METER ON SHALL BE D00OLE STACKED. FOR 2 -1/2' 18x TO 20 ' ' BEHIND BACK OF TO 31 OCVA, USF UTILITY VAULT CO. MODEL 25TA OR gIR6 OR Ir BEING BACK OF (TYPICAL) EQUAL - SNIEWAUK THAT IS ADJACENT. TO > TWO -PIECE CAST IRON VALVE BOX MATN LUG TYPE COVER. fz' -18° 4.975• x 5" STORZ EQUAL TO OLYMPIC FOUNDRY CO. STANDARD II' TOP SECTION T WITH CLEARANCE EXTENSION AS REQUIRED (SEE DWIS TO OR46 / PAGE 8090).7 UNION (TYPICAL) MAX RA{SEO PAVEMENT MARKER TYPE 88 30 MIN. 30' MIN: MIN 2, AB SflMSONIIE TWO-WAY BLLE. 6" AFTER TESTING & APPROVAL. PLUS ALL TEST COCKS VAIN BRASS PLUS. 42' MIN . CONCRETE BLACKING BURY TO CITY METER - L'T"'LT Li, TO PRIVATE SYSTEM MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET, rr , 8' GATE VALVE (FL X MJ) AWWA C -SOB,, RESILIENT SEAT 8' DUCTILE IRON PIPE. CLASS 52 CEMENT LIMO LOOM ID FIT 7 /a" MINUS GRAVES. 12" MINIMUM 18- x 8' x 4- 2 -.314' CDR- TE4STEEL TIE RODS, WE STD DIETIVIL:4W TE. BISO& YRSNUM CONCRETE `r. BLOCK YDRRANT� UNDER H -1/2 YARD WASHED DRAIN ROCK ($'To 318 ") MIN. r 1 ABOVE BOOT FLANGE. PLACE' 8 MR. BELOW GROUND INSTALLATION ATION FO„ R 3/4" TO 3" DQUB = PPaA� YLENE FILM AROUND TOP AND SIDES OF CHECK VALVE ASSEMBLIES FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RAMS LEVEL ALL GROUND MIN- 3'• RAMS i 4.875° x 5' [� STCRZ Y{8 1 ONE MAN ROCKK 1 1 NQTE: a FILL .,. AFTER FIELD INSTALLATION. DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKPLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW EN �� E. C. T HYDRANT LOCATION IN CUT DR FILL FIRE HYDRANT ASSEMBLY DETAIL DOUBLE CHECK VALVE ASSEMBLY ADOPTED ADOPTED 3/4" & I" WATER SERVICE CITY OF RENTON CITY or JOIN" ADOPTED 4 ♦ e ♦ CRY or REM" STANDARD PLED STANDARD PIANO + U TT DATE: 04/04 - WT BATE: 04/04 STANDARD PLANS IM DATM 04/04 womw WN.vES Lm,® Wxr oar "° DWG. NAME: 6101 SP PAGE: 8101 - R DWG. NAME: 8102 SP PAGE :8102 DWG. NAME: 8108 SP PAGE:8108 13"x24' PLASTIC METER BOX EQUAL TO MD- STATES PLASTIC.. ll(C. BIF'I' MSBI"F 1324 -iB WITH 1.7d' .TFNCK OUCI6;;E atr Pevere MNX4 DIAMDND 0LATE..CO11ER EQUAL To MILk- 3T7v7E8 F4,AS71G3. RIO. MSf`.,BC- 1324 -R Wltbt READER LID AND 1 -5/6'r DRILLED P~ Pow HOLE FOR TOVCHREAD PIT UD (SEE DETAIL A -A) IN UNIMPROVED RIGHT OFI WAY - INSTALL METER BOX AT • PROPERTY UNE WITH tr I LONG COPPER TAILPIECE, I 9- MIN SIDEWALK g$ 12' MAX FINISH GRADE- .. . ` ^.. •TOUCHREAD WATER r - `" r : METER TO BE 12° z 34r MI4. COVER Ft $ SUPPLIED BY THE •, 3 J fie -- 771-- .`". --.. -- CITY 'S TYPE .."K" $GET w�$ coPPER n11TINC 2z -1/2•. 1 NEW DUCTILE `^... WON WATERMAN IF SERVICE LINE TO HOUSE IS 3/4. OR i- TO BE INSTALLED IN THE NT11RE GALVANIZED INSTALL FORD 014-33 OR 44 FlOT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER �.sar -*304g MERFR• FORD SERVICE LINE TO METER. 90 1472_9 01�44 -m OR McDONALD ORA= 21- 215WCOQ33. OR . MLIEIALM- 3/4 -8- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND SINGLE -64V* VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD (XgpF�EyTTflT FI31t. 1- METER FORD VBN72- 154- 44 -.44G, OR (CO }. WICK JOINT MODONALD QRAf�t 21- 4184450044, OR MUELLER: i-B- 2470 -2 (3/4° FIOOD -3-0) OR AY MCDONAID 47010 -80114 INLET AND OUTLET WITH PAC( JOINT WITH GRIPPER. (r fl000 -4-C) OR AY MCDONALD 47010 VANE ON OUTLETT,ALL LLPACK -JOINT FITTINGS SHAW. BE WITH cum ANT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -NON EQUAL TO OLYMPIC FOUNDARY. EWAN" JOINTS MUSH BE INSTALLED ON 807" SIDES OF METER Bob. A TRILL 1 -5/8• CIA. HOLE FOR AMR AUTOMATIC METER READ) TOtUCHREAD DEVICE 2-1/2' MN. FROM NEAREST AND fRONT EDGE OF PIT US I NOTE: 1 THE CENTER OF THE HOLE. MUST BE AT LEAST i' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. '��VALVE SNOUN,NO:T ON WES � eMAN1 7NE AER 0 :>4 14 A: .. .. ;::,• PRIMATE PLUMPING 012, 9 NIkNTE CONRCT 4 a:R 7 r BRAES PLUG r, Or PASSd(OT AU.OVW i FOR e1Po"" METER4 1 3 6 ? 1 5 CRUSHED MP ROUT MADE >b 7t ,JPP ORT VAULT. 6 I-Ig AND 2- WATER SERVIQE DETAIL - .r. NATIONAL Imr FAR 2- Saimm MIN Y TER ,OU= IN raoiT Or -W &Y BEHIND SliK DRILL 1 -5/8. N& HOLE FOR A-- A TOUCHREAD DEVICE 1. r Lapped too an new water maker. 2. a is" X r braes nk*o with tNrwlWd ands (IMPT).. 3. r reemenl east Vo!vo with tfm,ded NMK aware' operating nut aM Vein nut axtendon if required (d" BRII/pigs 8090): .. '4 Ewe PMea out kan val, box. Standard S' top soetlon with regal« boss esctlon. length to IL Flag° We coyer. 5. Y brose bushing (MIpT x F1PT) 2 each 27 Wass or bram,w njWw, I° length, threaded ands 2 TTPiCAL Rig ash 2` 9G• bra, w Wane elbows (FIVE x EMT) z -T/2' YNL PA011 N,EWRFST JJ & r (WPT) x compression Ittkg, Ford C 4-f)6 or eaed. AND FRONT LTfDE OF Fh7' UD 7. 2' soft copper typo K or braes npp,. Wo to gt & r throodo l erase 90• all. 9. r 0gonlastli with by-pow Ford. 19H 86-120-11-77 (17- 5 /,Sr) w McDonald brows _ 30871540FFTY8. with Ranged awnyy9 bell vow dnd.po hook wings an Inlet and angle check wMvw ouN.L bell robe an bypass s1Ut poalocit wings. Custarns fitter shol,ho, wort!" Wet and outlaL It Rlgla metw spreader to be suppaMq. and TntWMd In motor setter by contractor. 11. Wotr mate shall be wppNea wd In"eltby CNy' of Renton upon Payment of all related - motor tae and satisfactory Presi and Wly tests. IL 17'xW equal to Mid- Stot,- Plestlai'Rta, W Serbs MSSCF 1730 -18 with r thick OVOUN, Iran demand Plate rows 18'x31" equal to 4410- Stotoe Plaetkiy> Ina MSCBC- I73D -R with 1 -5 /rr drHed hale for touchread Pit W. ono motor reed II& T3. r coupling (t pn som x PIK) with 2• plug (MIT), Fwd C-14 -96 or equal. The Property ownr is responsaus for any necessary adaptation. or PA"lon of water service. MATERIAL UST FOR f -i /r SERVILE WITH MEIER LWA190 IN RIGHT- 1N-WAY BEHIND SIDEWALK 1. r tapped lee on new water make 2 e long X 2' West npplo with threaded and@ (MIPT).. 1 r reelpent goo valve will, threaded wdrr square operating nut and valve nut extwNon If required (dwg BR46 /page 60901 4. Tow post* OW Iran Volvo bent Standard 8'. tOP section with regular ho, mtlw% length to It. "hog' two cover. G 2' X 1 -1/2' hart bra, bushing (MIPT x FIPT) 2 gad, 1 -1/2" Wan or bronn nipples 6' Mmo, threaded ends 2 each T -1 /r- SIT brows or Worse elbows (FPT x FlPT) & 1 -1/2' OMOPT) x compression flaky. Ford 084 -08. W preol. 7. 1 -1/2' soft copper typo K or brows npplee. Length to IL S. i -1 Y:pock-)oint 90' JI, t« Fard L46-TY or .quaL 9. / -1 /r Watomssttr wide by-Pa, F4rd VSH 68 -12S x 13 -3/16' « McDoncld bross, with or bal vdve and padlock wings an Inlet wd angle check volve cutlet. ball Volvo on bypass rpl:Pddbak wkg& Cuatanesttw -ahel have vertlCal plat ordoutlet.' ILL Rlgld motor sPreadr to be suppN00 God kleLellW p motor wttw by owtroetr. - ,I. water rnMx ehal be aWIWd and Ifta Oy CRY of Banton upon paymw! of aft role wviw mate, fee wd eatbfowtarY presWra omi purity teN• 12. 17`X)!0' elNrel to Mod- States AaeRbe, Inc. SOT' SaM, MSOW .1730 -1S with r thkA Ductile kon damantl plate cover- 18"xM* egad t6,MM -"4$ Plash, Ina MSCBC- 1730 -111 with 1 -5/B' drilled hole for takxdxwad Pit IM and motor reed lid 13. 1 -1/r. cmpllag (eomPro sebn x EMT) with 1 -1 /r plug (MIPT). Ford C -14-88 or Spud. The 1- 1/2' & 2" WATER SERVICE DETAIL proprty ernes M reApweWlt far my necessary adaptation or avtenabn of water service. LOCATED IN RIGHT-OF-WAY NOTE: BEHIND SIDEWALK SEE UP41 -IR ON METER SOX IN DRIVEWAYS ADOPTED CRT or 1RSN19N ♦ s STANDARD PLUMB IV Dire: 04/04 IBM I ION I PR DWG, NAME: 8107.2 SP PAGE: 8107.2 'EXISTING WATER LINE PLAN VIEW TESTING DETAIL $ tB FT $. VERTICAL CRDSS(MJxFU FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP L 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH'2' TAP & 2' TEMPORARY BLOW-OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) - TEE WLKFL) V/ CONC. BLOCK 2- GATE VALVES'(F-LxMO 2- SOLID SLEEVES (NJ) OR RD -MAC COUPLINGS 1- ADAPTER (FL X NJ) 1- PLUG (NJ) V /2'TAP L TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE 1. EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TERM, BLOCK L BLOW -OFF L CONNECT WITH SLEEVE <N.0 L D.I. SPOOLS FINAL CONNECTION BY CITY FORCES WATER CONNECTION DETAIL 2 VALVES CUT -IN INSTALLATION CITY OF RENTON ♦ ®- STANDARD PLANS IST DATE: D4/04 DWG. NAME: B113 SP PAGEt 8113 EXPIRES SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA CONCRETE CLASS 3000 12 "0 FIBER JOINT PACKING +y. ice*- 4 -3/4" WATER TIGHT PLUG PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. hems! 1. 6" CLEANOUT AND COVER SHALL BE EAST JORDAN NON WORKS. INC, 6 INCH CLEANOUT No. 3tA75. CLEAN OUT SHAD. BE A WATER THIN ASSEMBLY. 2. lCO,iC EM CLASSCLASSS AREAS. 00. PAD AAROUND THE RIN6'-AND COVER. 3. N ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR35: CITY or MIN!" STANDARD PLANS I8T DAiii' 04/04 a � t Revked notes. - JDH DYC IO/o/O Added notes. DOW NAME 8076 SP PAGE: 8076 DAI TE (- R-01 8" BUILDING SEWER PIPE.. I BULLING SEWER i -ex 4" STUD SERVICE MARINER PANT - .4 �✓ iEE WITH 8" SIDE OUTLET _ _ 'UPPER PORTION. WHITE ANS STENCIL ON SIDE WORDIN SEWER' VAIN- 3" HIGH g 4s.a BLACK LETTERS •AND ' VWRE WRAPPED . _. ARONDU,THE STUD AND EXTENDED TO THE - TOP ,THE STUD. ® ODGVA MUST BE'NSTALLED NMEOIATELY AFTER B" c10 cE R Nn BULLING SEVER PIPE PEETRA71 THROUGH. BUILDING FLOOR SLAB. ROOM -IN W UCH DDCVA IS LOCATED SMALL A. HAVE FLOOR QRAIN COPINECUD TD THE SANITARY -SEVER SYSTEM. �Gn TY M TM T 8. HAZE A 4ffiATMRO: SYSTEM, (4D'F MTV. iwr.) NO HEAT TAPE � UNIFSS OTHERWISE APPROVED BY -THE CI AI(E TTRRRXIYyi CAS C. NOT W (USES FOR STORAGE AROUND -OQCVA IRON SADDLE SECURED TO SEWER MAN WITH STAINLESS "STEEL BANDS 0. NAVE cLLF£!MIy:DELMEATED ACCESS WA TO DDCVA AND PIV& R�:l. WHEN CONNECTING FEW SIDE SEWERS 70 EXISTING MAIN.. . CITY Or .REHTOR' -Fat INSPECT ON OF 'BEE DOCV TED 7O 1HE p .. PLAN AND RENFORCm CONCRETE. DI PIPE AND CI PIPE SEWER MIND Lew MANS ARE TO BE CORE DRILLED. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA VITRIFIED IN. PEE SHALL BE CUT AND HAVE A NEW TEE MUST BE "$MUMED TO RENTCN FIRE PREVENTION. DEPARTMMENT FTXR SECTIONED IN. RL EW ANO APPROVAL 7 - 0ARAIE FIRE SPRINKLER PERMIT IS REQUIRED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. x 5 MIX lx� CONC RETE 1- MAN LINE TEE (MJ x FL) MAIN CONCRETE BLOCIONC ,. n' _ 8LOf20NG (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PRCPERTY 2 SHAD. NOT BE. MOM THAN 50 FEET TO BUILDING) 2- &RANCH VALVE (FL X MJ) WITH VALVE BOX MD COVER 3- CLASS 52 DUCTILE IROM PIPE !1 "M MINNIM) fiNSH FLOOR iLME1 ALL Pf AND FITTINGS SHALL BE RESTRAINED MATH SHACKLE RODS 6" SIDE OUTLET TEE AMA CONCRETE TNNJV BLOCKS PER NFPA AND AWWA:STANDARDS. $EWER MAIN 4- POST >#WATOR VALVE 0W) WITH TAMPER SMTCH - ELEVATION MEW OF DOCVA 5- 2 -G0- NS(FL x FL) VAIN FLANGED DUCTILE IRON PIPE SPOOL 6•' MIN. - 6- 18" LONG SPOOL (FL x PE) 7- RANGE COUPUMG ADAPTOR ADJUSTABLE STEEL PIPE SUPPORT: e- `APPROVED ODCVA ON MAIN LINE IN HORRONTAL POSITION ONLY. STANCHIONS BOI.TEO 10 FLOOR CONCRETE BLOCKING ANGLE ( aPER LATEST DEPT OF -WALTH APPROVED LIST OF BACISLOW PREYM110M DEVICES) OF TEE pr MAw O R 25 TfpN�A OFR ODCVA SMALL A MINNUNI OF 24 INCH ABOVE FLOOR LEVEL ANO 51UPPORT C4%.Ui7�AN 3U �MIML INSTALL 3 CCIRCRETE PADS OR ADJUSTABLE PIPE ELEVATION 9- DS4 Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. `ADD WNNNQ IN 'ACCIXRDANCE VAIN L & 1 tS- METERED 3/4 NCH BY -PASS SOYA - BY -PASS METER SHALL, BE A 3/4 INCH "SEASMIS-COlt- SR REAAU- KATEEMMWUNTED am THE OUTS QF BUIUM WALLLL.. TI- .SWING TYPE'GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP IN VAULT OR outrm BUILDING 12 4 °X 4' x 6' BULL. EL80W. THREADED 13- UL.USTED FIRE DEPT. CONNEC ION. UL LISTED BREAK AWAY CAPS. LOCATE WITHIN INSIDE BUILDING INSTALLAT(UN FAR 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. - , AFTER FIELD NSTAU.ATION, MAIN DDCVA AND BY -PASS SOYA MUST BE TESTED 3 INCH AND LARGER UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE SA'DSfACTOR2.Y eY A DEPARtAR71T OF RtEALTH CER7aTED IAACKFLOW AsSEMeR -Y A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER TESTER:. TEST NO GRT MUST BE SUBMITTED TO 01 Y OF RENTON WATER UTILIrr DETECTOR DOUBLE CHECK VALVE ASSEMBLY THAN THE LOWEST HOUSE ELEVATION" WHICHEVER IS LOWER. NST Ab'SIPWG'S ANT ALL TEST AWd(STION OF NEW ONE. COY OP PORTION STANDARD PIANO IST DAM 04 w x DWG. NAME: 8117. SP PAGE: 6117 I tTi C r b � a 0 w N l� O C ITI ' xi m t� d SURVEYED: SCALE: OATS: GEODIMENSIONS , HORII�TALHADD1983 /1991 CITY O� LE DEVELOPMENT 1/20/06 PAD 10 11 06 PAD DESIGNED: 1 - 2O 'A 1 PAD 9 13 06 PAD PAD bhu c TO n for P GEBOOK: PAD 7 18 06 PAD DRAWN; L ' V ALEX LE PAD DATUM DIRAwINC No: ONE INCH PAD 2 6 06 PAD CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. C 1 .7 PAD IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY CIVIL DETAILS SHEET: 7 OF: 8 ale; a8 It 476-5 0-witiwn, S °334702 JUG Iatoct e 354'1 ©% CITY owim AM VAWAM PMWAIMY OM$9 MIO MNnTA11LI tx�. O61NA /bT 47R PLTt MIM " ' O 4 fXe1GliC DaLivaB • ® . 3 PROPERTY LINE 'ark' a ... -a ® - TO BE PteT D HITCES .. A. iA4K 0 . PPEFEL,O�WIN SIC I.EYLER5TMT2 SAY: - STENpLCOICT 'DO NOT BLOCK ACCESS- °o tom"- FUTURE 8" BUILDING SEWER PIPE.. I BULLING SEWER i -ex 4" STUD SERVICE MARINER PANT - .4 �✓ iEE WITH 8" SIDE OUTLET _ _ 'UPPER PORTION. WHITE ANS STENCIL ON SIDE WORDIN SEWER' VAIN- 3" HIGH g 4s.a BLACK LETTERS •AND ' VWRE WRAPPED . _. ARONDU,THE STUD AND EXTENDED TO THE - TOP ,THE STUD. ® ODGVA MUST BE'NSTALLED NMEOIATELY AFTER B" c10 cE R Nn BULLING SEVER PIPE PEETRA71 THROUGH. BUILDING FLOOR SLAB. ROOM -IN W UCH DDCVA IS LOCATED SMALL A. HAVE FLOOR QRAIN COPINECUD TD THE SANITARY -SEVER SYSTEM. �Gn TY M TM T 8. HAZE A 4ffiATMRO: SYSTEM, (4D'F MTV. iwr.) NO HEAT TAPE � UNIFSS OTHERWISE APPROVED BY -THE CI AI(E TTRRRXIYyi CAS C. NOT W (USES FOR STORAGE AROUND -OQCVA IRON SADDLE SECURED TO SEWER MAN WITH STAINLESS "STEEL BANDS 0. NAVE cLLF£!MIy:DELMEATED ACCESS WA TO DDCVA AND PIV& R�:l. WHEN CONNECTING FEW SIDE SEWERS 70 EXISTING MAIN.. . CITY Or .REHTOR' -Fat INSPECT ON OF 'BEE DOCV TED 7O 1HE p .. PLAN AND RENFORCm CONCRETE. DI PIPE AND CI PIPE SEWER MIND Lew MANS ARE TO BE CORE DRILLED. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA VITRIFIED IN. PEE SHALL BE CUT AND HAVE A NEW TEE MUST BE "$MUMED TO RENTCN FIRE PREVENTION. DEPARTMMENT FTXR SECTIONED IN. RL EW ANO APPROVAL 7 - 0ARAIE FIRE SPRINKLER PERMIT IS REQUIRED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. x 5 MIX lx� CONC RETE 1- MAN LINE TEE (MJ x FL) MAIN CONCRETE BLOCIONC ,. n' _ 8LOf20NG (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PRCPERTY 2 SHAD. NOT BE. MOM THAN 50 FEET TO BUILDING) 2- &RANCH VALVE (FL X MJ) WITH VALVE BOX MD COVER 3- CLASS 52 DUCTILE IROM PIPE !1 "M MINNIM) fiNSH FLOOR iLME1 ALL Pf AND FITTINGS SHALL BE RESTRAINED MATH SHACKLE RODS 6" SIDE OUTLET TEE AMA CONCRETE TNNJV BLOCKS PER NFPA AND AWWA:STANDARDS. $EWER MAIN 4- POST >#WATOR VALVE 0W) WITH TAMPER SMTCH - ELEVATION MEW OF DOCVA 5- 2 -G0- NS(FL x FL) VAIN FLANGED DUCTILE IRON PIPE SPOOL 6•' MIN. - 6- 18" LONG SPOOL (FL x PE) 7- RANGE COUPUMG ADAPTOR ADJUSTABLE STEEL PIPE SUPPORT: e- `APPROVED ODCVA ON MAIN LINE IN HORRONTAL POSITION ONLY. STANCHIONS BOI.TEO 10 FLOOR CONCRETE BLOCKING ANGLE ( aPER LATEST DEPT OF -WALTH APPROVED LIST OF BACISLOW PREYM110M DEVICES) OF TEE pr MAw O R 25 TfpN�A OFR ODCVA SMALL A MINNUNI OF 24 INCH ABOVE FLOOR LEVEL ANO 51UPPORT C4%.Ui7�AN 3U �MIML INSTALL 3 CCIRCRETE PADS OR ADJUSTABLE PIPE ELEVATION 9- DS4 Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. `ADD WNNNQ IN 'ACCIXRDANCE VAIN L & 1 tS- METERED 3/4 NCH BY -PASS SOYA - BY -PASS METER SHALL, BE A 3/4 INCH "SEASMIS-COlt- SR REAAU- KATEEMMWUNTED am THE OUTS QF BUIUM WALLLL.. TI- .SWING TYPE'GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP IN VAULT OR outrm BUILDING 12 4 °X 4' x 6' BULL. EL80W. THREADED 13- UL.USTED FIRE DEPT. CONNEC ION. UL LISTED BREAK AWAY CAPS. LOCATE WITHIN INSIDE BUILDING INSTALLAT(UN FAR 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. - , AFTER FIELD NSTAU.ATION, MAIN DDCVA AND BY -PASS SOYA MUST BE TESTED 3 INCH AND LARGER UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE SA'DSfACTOR2.Y eY A DEPARtAR71T OF RtEALTH CER7aTED IAACKFLOW AsSEMeR -Y A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER TESTER:. TEST NO GRT MUST BE SUBMITTED TO 01 Y OF RENTON WATER UTILIrr DETECTOR DOUBLE CHECK VALVE ASSEMBLY THAN THE LOWEST HOUSE ELEVATION" WHICHEVER IS LOWER. NST Ab'SIPWG'S ANT ALL TEST AWd(STION OF NEW ONE. COY OP PORTION STANDARD PIANO IST DAM 04 w x DWG. NAME: 8117. SP PAGE: 6117 I tTi C r b � a 0 w N l� O C ITI ' xi m t� d SURVEYED: SCALE: OATS: GEODIMENSIONS , HORII�TALHADD1983 /1991 CITY O� LE DEVELOPMENT 1/20/06 PAD 10 11 06 PAD DESIGNED: 1 - 2O 'A 1 PAD 9 13 06 PAD PAD bhu c TO n for P GEBOOK: PAD 7 18 06 PAD DRAWN; L ' V ALEX LE PAD DATUM DIRAwINC No: ONE INCH PAD 2 6 06 PAD CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. C 1 .7 PAD IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY CIVIL DETAILS SHEET: 7 OF: 8 ale; a8 It 476-5 0-witiwn, S °334702 JUG Iatoct e 354'1 ©%