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HomeMy WebLinkAboutW-398706rV 00 W �M M� � N N CL C) W I- r Z 0 Q W Ir LL tIYMPIANftNERALMOM Iftwill P.I01ftOW 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WRH TH E'. LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS 5TANDAR D SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT'/ AP W A STANDARD SPECIFICATIONS, LATEST EDITION AS ENDED BY TY N. A SET OF Cl 1Y APPROVED PLANS SHALL E KEPT AT HFE AND DEVELOPER SHALL RESPONSIBLE FOR SECURING ALL NECESSARY TO THE PRIOR TOBOAT WHENEVER THE CONTRACON $MN PROGR ESSH A PIRk DCONSIFROCI ION CONFERENCE -SHALL BE HELD PR OR 80 1 HE START OFCONSTRUCTION. THE CONTRACTOR - _ _ _ - - - - CO NSTRUCTFON: 2 ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED.. THE CONTRACTOR SHALL, CALL 1 800 424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM. IMPROVE MEWS SHALL Sit NEW AND UNDAMAGED,AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CiTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE 4 PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE THICKNESS 52 PER AWWA I LAND - . ALL#_ - III MAIN P CLASS G 5 C 104, ,11)iM$HALLBEPUSH ONORMECHANICAL1OINT EASYIRON OR DUCTILE IRON PIPE FITTINGS SHALL Of CLASS 2SOA5 PER ANSI/AWWAC1101A21.10-62 ALL DUCTILE IRON PIPE AND FITTI NGS SHALL BE WRAPPEDW91H9-MIL BLACK, TUBETYPE, POLYETHYLENE PEASTIC PER AW W A C105 STANDARDS. S: MINIMUM COVER FROM TOP Of WATER MAINS TO FINISHED GRADE SHALL BE'36 INCHES FOR PIPE DIAMETER OF IC•INCH OR LESS, .AND 48 INCHES FOR PIPE DIAMETERAE 12-INCH AND LARGER. 'MAXIMUM COVER FOR ALL, WATER MAINSSHAIL BE GOINCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRIJC"TIOW WHERE UTIUIYCONFLICTSOLCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECES-SA-RYTO CLEAR CONFLICTS AND TO PROVIDE MINIMUM_ COVER. PIPE- POLESTI9N SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPECIFICATION. FOR SIZEOF PIPE USED., ALL TRENCH; BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIM UM DRY DENSFLY AS 0ETERMINEIT BY THE MUCIIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM ANDORIVEWAY$:AND BS PERCENT MOO IN UNPAVED AREAS. ALL:PIPJ9.ZO14E.00MPACTION SHALL 6E 95MDD.. 6:. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNEE),: INSTALLED AND. POURED IN PLACE IN ACCORDANCE, WITH CRY OF. RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS! AND BASE OFNYDRANTS:. !MEGA -LUGS IORSIMILAR PRODUCE MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO ONCREIE BL.OEKING. 7­ 411L NEW WATER MAIN PIPES AND FITTINGS SHALE HAVEA FOAM PIPE PIG RUN. THROUGH TH EM PRIOR, TO BEING FLUSHED, JI1A NF1EiM,:ANO TESTED, .CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OE.AND UNDER THE $11,11PISIDASION OF A CITY OF RENTON UTIIITYJNSPECTOR. THE CONTRACTOR SHALL SUPPLY,: INSTALL AND REMOVE PLUGS,. "ICIRROBATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT; BLOCKING FOR TESTING AND PURRYACCEPTANCE.,. NO CONNEM- NSHALLBEMACEBETWEENTHENEWMAINORBETWEENTHENEWWET-TAP VALVE TOANVUSIINGMAT" UNTO: NEW PIPI NG HAS BEEN FOAM P IGGEDI DISINFECTED, FLUSHED, ANDPASSEDBOTH PRESSURE AND PURRYTESTING. EW Ry NWATER MAINS INCLUDING SERVICE LATERALS SHALL 61 *ikf,rfST'ATIG,PRESSURF OF PSI ABOVE WORKING PREiiURE WITH A MINIMUM OF 225 PSI TEST PRESSURE. F09=MINTITES WITH i`AMA I MUM OF SPSI PRESiiAE OWP OURING THE ENTIRE TEST PERIOD UPON SATISFACTORYCOMPLM69OFTIREFRIllNETEST,THELINESHALL BEWINFECTED,FLUSHED, AND THEN W Al ER SAMPLES SHat1 BE FOR PURETY TPSTING BY TRF PURUC WORKS tF{SPECTOR. 3 7MC-DWRACTUR SHALL NOTIFY THE CITY OFRENM VIIA'Fi1LUTILTTY AND MAINTENANCEDEPARRy GMAT LlFAM1011 ORKING .DAYS PRIOR TO MAKING. CO NNECTIO N S TOrTHE'lEXIMNGl. WATERSYSTEM. THE CONTRACTOR SHALL EXPOSE THE EIR.6TWG WATER MAIN AND FITTINGS AT THE CONNECTION POINT MIE ORKORDERM THE NECESSARY ADAPTORS AND FITTINGS RM1RfD FOR inE FINALCONNECTION. THE CON] RACTOR iNu. iVAT€, RffiiCvE ALL SU#FACE MATERIAF5; AND PRo+nef SNORING AND', ALL MATERIALS REQUIRED FOR THE CRYOF IEENTON TO PERFIDWINE COMNET. MTOTHREKI9M WATER SYSTEM. THE I PUBLIC R9WORKS WA'iMPLAN GENERAL NOTES STD. PLAN - 300.0 ':PARCH2T110 ITS COR STD PLAN 300.0 WATER PLAN GENERAL NOTES 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITYPRlvnrr IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT UD (SEE DETAIL A -A) Val IN UNIMPROVED RIGHT OF wz ? WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. a 9' MIN 2' AA o I SIDEWALK it FINISH GRADE _ " ¢¢ TOUCHREAD WATER �U METER TO BE -_II 36" MIN COVER 12" SUPPLIED BY THE z_ f j J CITY TYPE "K" SOFT o w COPPER TUBING Nei NEW DUCTILE IRON WATERMAIN IF T SERVICE LINE TO HOUSE IS 3/4" 1" TO BE INSTALLED IN THE FUTURE GALVANINI ZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING /LOOPWN CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER Z COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215W00033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD V13H72-15W-44-44G, OR TAPERED THREAD (CC)- QUICK JOINT - q BOTH INLET BRASS: CUTLET WITH QUI OR MUELLER: 1-B-24GS 2 (3/4" FB1000-3-q) OR AY MCDONALD 4701B BOTH INLET AND IXITLET WITH QUICK JOINT PADLOCK WINGS ON (1' FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FDUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WORKS 3'4" AND 1" WATER SERVICE STD- PLAN - 320.1 DEPARTMENT NOVEMBER 2009 C La 'r se F9 IkwWhT�9'a,'L7� W,� I s n1 ( ") J PLAN III VWN. MY s_Y=Na AN FREE � L7 UV "Tm A&SMWJ0 R F WL_ M W 05YOW wHae T� M FAT OF % �L it S Er 115TM OIL fiftt 1, a�1L tit�99L� OM � M r0Cl 90 E2VIP&MNT -'N i & L i 1211104N AFL MPAkAlm CT'dY PlIllmm Paw FOR THE ThT;SAalf ak,, Tt6E 4P�&TAI�A7T1G iFlu ITm AYSD Pprlif_ 'Its ftmg Wr WR-M I'� WTALL AW MklFsllTAN WE f MIN ALL PPM AM AFFP5RTE#COn $H13 1 11M A-411, ' DM ST i E TILED, BY A AFMIF OFIR 1F'I%JT _ AMAMY T,IMMR VIM ITS "ITAL DISTAUATOL AFTER REPAIRS awl ANNUALLY iMPEAFU AT WNEWS VXIGIEM, A WY V "RILE TENT REKW SHALL 'BE SEKrr kM M= TO rXrY TER 131`f1.4" UMEMNIP OEAIT i1i WXF LnJLPY"P T = _SPE'wALISTa F/ 4 --r 7a1, * OVA ABU Kwa E14x 'SHALL BE 1.4Gt17ED ON PMVATE'' POMPOR7V AND AS NZklil AS PNORE TO THE IICI±TL�vI ���C-�• TTAE#EdTT� WORKS aH TCT2"DOUBLE CHECK VAL'VI� STD. PLAN - 340.8 f B .ARTEIEIIK I ASSEMBLY T=OR IRRIGATION , RFSIDFNITIAI- FIRE-- SPRINKLERS IT' 5 ERVICE NIJ COR STD PLAN 340.8 3/4" TO 2" DCVA ASSEMBLY 1932 First Ave Call 3 Working Days Suite 201 Before You DIG! Seattle, WA 98101 p. 206.725.1211 0!-Q f.206.973.5344 10g� engineering pIIc WWw,lpdengineering.com 1-800-424-5555 3 cf TESTING DETAIL F to Er O NEW D.I. WATER LINE 7F TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2' TAP AND 2" PLUG TEMPORARY PLUG (MJ) WTH 2-INCH TAP 1-BUND FLANGE ON BOTTOM AND 2-INCH BLDW-OFF ASSEMBLY 1-PLUG(MJ) WITH 2'TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK 3 m FINAL CONNECTION DETAIL F I,I � , NEW D.I. WATER LINE (�AFTER ALL CLEANING BY POLYPI., PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NO S. 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER UNES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER ONE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL 4 a PUBLIC WORKS CONNECTION TO WATER MAIN WITH SM. PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O1.0 1N IT' COR STD PLAN 300.1 CONNECTION TO WM W/ TAPPING TEE & VALVE CAUTION VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. �, "us '!: r: ,• ' •. I PRIVATE PLUMBING .... ... ... 9' MIN. 2" MAX. - SHALL CONNECT HERE �o 4 nRw ] 1jFOR Z' BRA55 PLUG CRUSHED ROCK BASE (THREADED) TO SUPPORT VAULT. , BY PASS NOT ALLOWED IRRIGATION METERS 2 3 6 ] 7 s 1-1 /2 AND 2" WATER SERVICE DETAIL MIPT x WICK JOINT a MATERIAL T ASIDEWALK 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). �i, DRILL 2" DIA. 3. 2"-111-1, seat valve with threaded ends, square operating nut and valve nut extension If DRILL 2" DI HOLE FOR-' ` required (see standard detail 330.1). DEMCE 4. Two piece cast iron valve box. Standard B" top ...lion with regular bee. ... tar, length to fit, "lug" type Go 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass r bronze nipples 6" length, threaded ends 2 each 2°-90' brass or bronze elbows (FIPT x FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-56 or equal. 7. 2' soft copper type K or brass nipples, length to fit. TYPICAL RIB 8. 2" threaded braes 90' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald bras. 2-1/2' MIN. FROM NEAREST 3OB715WOFF775, with flanged angle ball valve and padlock wing. an Inlet, and angle check valve ANDFRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wing.. Customsetter shall have vertical inlet and outlet. 10. Rigid meters reader to be supplied and installed in meter setter b contractor. 11. Water meter shall be Supplied antl installed by City of Renton upon payment of all related water meter fee andsatisfactory pressure and purity tests. 12. 17"x30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-15 with 2' thick Ductile iron damond plot. cover 18"x31' equal to Mid -State. Plastic., Inc MSCBC-173D-R with 2" drilled hole for t... hread pit Iitl, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERWCE WITH METER LOCATm IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" tapped to on nowwater main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded end., square operating nut and valve nut extension if required (see standard detail 330.1). 4. Two piece east Iron wive box. Standard 8" top section with regular base section, length to fit, 'lug type co 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length (threaded ends), 2 each 1-1/2- 90' brass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x compression fitting, Ford C84-56 or equal. T 1-1/2" soft capper type K or brass nipples, length to fit. 8. 1-1/2" pack -joint 90' ell, for Ford L44-77 or equal. 9. 1-1/2' Customsetterpwith by-pass Ford VBH 66-12B x 13-3/16' or McDonald brace, with flanged angle ball valve and adlock wings on Inlet, and angle check Valve outlet, ball wlw on bypass with padlock wings. Customsetter shall have vertical Not and cutlet. 10. Rigid meter spreader to be supplied and Installed in meter Better by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of .II related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" equal to Mid -State. Plastics, Inc BCF Series MSBCF 1730-18 with 2' thick Ductile Iron damond plate cover 18'x31" equal to Mid -State, Plastics, Inc. MSCBC-1730 R with 2" drilled hole far touchreatl pit IId and meter read Ile. 13. 1-1 /2" coupling (compression X FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extenslan of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PUBLIC WORKS 2 AND 1 ?'2" WATER SERVICE LOCATED STD. PLAN - 320.3 e DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK �T FEBRUARY 2010 COR STD PLAN 320.3 2 AND 1-1 2--WATER .,..'a BUILDING WALL © © MAXIMU pPVAE WILING Nor PROP D FERTYY IM CDXCREIE BC©Ras ONE •®�4 10 ..,: Di O PERIMETERS OF MINIMUM CLEARANCES • •51 MAx. © TO BE PAINTED ON FLOOR IN WHITE 7 ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO S. O7 9 m 'DO NOT BLOCK ACCESS" I 0 � 8 O 6 9 3 O U _ 4 INCH �" xe INCH 13 12 s DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. a ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. 9 8. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE r m C. NOT BE USED FOR STORAGE AROUND THE DDCVA m I D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVe. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE , RE CITY CITY OF RENTON FOR INSPECTION OF THE DDCVA oa AND METER. cur SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 5D FEET TO BUILDING) a 2. BRANCH VALVE (FL x NJ) WITH VALVE BOX AND COVER -� 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND . yr FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL B. 1B" LONG SPOOL (FL X PE) 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION MEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR PIPE SUPPORT COLUMNS ADJUSTABLE UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH 'SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL USTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. `O• PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 380.5 ' DEPARTMENT LARGER DETECTOR DOUBLE CHECK z VALVE ASSEMBLY MARCH 2O10 J. 0� VIA o 30766 p FGISTtW ��sI�NAL NO. REVISION ITS 6 SERVICE ITS SSEMBLY O M. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875' SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE RESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. MATCH SIDEWALK. HYDRANT. FINISH TOJOINT STANDARD 8" TOP SECTION WITH REGULAR BASE 1:7 EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION ® 2.1 BACK OF SIDEWALK AS REQUIRED. �CONCRETE SIDEWALK OR PLANTING STRIP RAISED PAVEMENT MARKER TYPE BB -A STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER Ny R-CONCRETE BLOCKING THRUST BLOCK ''y MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS n1 ONE MAN ROCK 1 6 // • 6" CONCRETE PAD ` 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL / %2.\ PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD' PLAN - 310.1 DEPARTMENT MARCH 2O10 3 IT' COR STD 310.1 FIRE HYDRANT ASSEMBLY 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE 9W BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SANG COMPACT SAND COMPACT SANG &GRAVEL 45' BEND 77 1// 45' BEND 11 7// 45' BEND 17 1/4' FITTING CAP OR PLUG & 22 1/2' BEND BEND EN LEE CAP OR PLUG & 22 1/2' BEND EN BEND TEE CAP OR PLUG & 22 D BEND 4' 6 41-1 4.2 9.6. 1.7 3.8 5.7 ..1 2.1 4.7 1.9 5.0 1.6 3.5 1.5 3.5 1.4 1.4 6 18.] 6.7 11.5 1. - 8.4 3.4 ... 6.. 8.. 5.5 7.4 0. 8. 37.5 15.0 26.5 78.8 10.8 7.5 20.0 74.0 74.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MIN. COVER FOR WATERMAIN 12' OR GREATER, MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF TURUST BLOCK (FT) = O.D. PIPE 4 1.0- I-T BLOCK LEA REFERS TO THE ICE OF BLOB( MEASURED IN SQIARE FF£T NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 e PUBLIC WORKSDEPARTMENTHORIZONTALANDE WNWARDD VERTICAL BENDS MARCH 2010 REMSEV Not to Scale LIFT POCKET - I ,- EJ -t. M , . . Wit • I . - - :w e i - AMx I� M\\\ EL • • BICILTIOrTA 1 i PE i J y i Aa r. 1 I� GkST I u•i 1 • A�ii �, ~, u I RJ IT a e o 4W (1 BEND I. ED 410 B" �AN�CKj ���GS ! A�4 iCU R , ON! SENF,R )/,41H�' sFllllLL �E EAR JEAN I Na 3698 (-PRbOUILT--N0.1 003 3) CIF APIPROVEA EDyA IL CLEAW DIITJ SHALL BE A YFA LIT MBLY. 2. VNIMPROVED-ACAS, POOR A 1'-0" T_HTK;_2' SOI�tE ONCREIE,-CLASS'-3000, VAD !R( OLM@ THEDING 'WCM. 1111ER0 MARKER MARKER I fl ° � T I TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 7' no 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER CIO t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET (� MARKER V -1 : FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 2/23/2018 SM. PLAN - 310.3 PUBLIC WORKS HYDRANT MARKER LAYOUT DEPARTMENT MARCH 2O10 ITS COR STD 310.3 HYDRANT MARKER LAYOUT 4 N All IwPzY�t; W7m K -i AI ;SKW&Ir AM JIB njPM"TCONCRETE BL'[ "-iG M FtOR VER-ItUiL4L +,STD. PLAN - 330.3 4, t: l; vo ITS 411"Reff, got ITS ING 7 COR STD PLAN 330.3 CONCRETE BLOCKING FOR VERTICAL FITTINGS 8 SM. PLAN - 493.1 PUBLIC WORKS 811 OR 6" CLEANOUT " DEPARTMENT FOR SANITARY SEWER MAIN ITS COR STD PLAN .�- S1 - - R-398743 S-398706 W-398706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: e HORIZONTAL: � 198 /11991 FIRE STATION 15 4/30/zoo 9 DESIGNED: 20 C CITY OF Lip -R 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN WA 98056 PAGE: • RENTON ONE INCH DATUM T DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 04402 IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY LMLITY AND PAVING DETAILS SHEET: 16 OF:1 0 WM LO 0 0 0 MN ram^/ W 0 0 a J VJ Z Q 0 0 W Er L0 Z 0 H Q W Ir LL