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Home My WebLink AboutR-405511LJJ L J 0 0 r) W I— W 75 0 0 a; 0 z 0 0 Q� U I I CD cv U) CT c 0 0 0 Q U X N Q 0 U) 0 U W z Q c O I O N 0 / c 0 0 ARMORCAST PRODUCTS CO. METER BOX PART NO. A6001946TX18 AND CAST IRON READ LID 13"x24%2" PART NO. A6001969RCI-H7. SEE DETAIL BELOW. 9" MIN 12" MAX FINISH GRADE • - o 36" MIN COVER N M V 22-1 /2' CITY PRIVATE PIPING PIPING JI IN UNIMPROVED RIGHT OF J I WAY INSTALL METER BOX AT PROPERTY LINE V07H 12" � W LONG COPPER TAILPIECE. w a I SIDEWALK 0 I TOUCHREAD WATER METER TO BE 12 SUPPLIED BY THE a CITY wi F TYPE `K" SOFT o 0 U COPPER TUBING `N " NEW DUCTILE IRON WATERMAIN F SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO Z ERSETTER FOR 1" METER: FORD VBH72-15W-44-44A, OR PROSERVICE SLACK IN COPPERMcDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 SERVICE LINE TO METER. BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. 1" BALL CORPORATION STOP WITH BALL ALL FITTINGS SHALL BE WITH QUICK JOINT. VALVE. AWWA TAPERED THREAD (CC) INLET. QUICK JOINT OUTLET (1" F61000-4-Q) OR "FOR % x3/4' METER, PROVIDE METER ADAPTERS TO FIT WITHIN 1" AY MCDONALD 4701E FOR COPPER METER SETTER. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 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. ` a PUBLIC WORKSM.1" WATER SERVICE S• PLAN - 320-1 DEPARTMENT o WATER PLAN GENERAL NOTES Standard Plan No.300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR 5ECURINIS ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-55S5 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE 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, ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR M ECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS PER ANSI/AWWA C11D/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA CIOS STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES- AN Y DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PR10R TO CONSTRUCTION. WHERE UTI LFFY CC N F LICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACK FILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PR15M AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVE ❑ AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND P U FIFTY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURFFY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATI5FACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT LEAST 10 WORKING DAYS PRIOR TO MAKING CDNNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION PONY BEFORE ORDERING THE N EC ESSA RY ADAPTORS AN D FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACK FILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 PUBLIC WORKS DEPARTMENT WATER PLAN GENERAL NOTES �J MARCH 2O10 ag- Q Land Planning o Civil Engineering 5130 South 166th Lane N N SeaTac, WA 98188 Q T (206) 229-6422 Q r',oy H. 74-01- 42815 �I STEg�'� �S'SIONAL Et� 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 fi" 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/PRESERVATIVE PAINT No. 5780-563 OTM 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. IS' TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB a. x 5" STORZ 5'x5x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK 2" OR PLANTING STRIP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO - STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A I STIMSONITE TWO-WAY BLUE REFLECTIVE 101*L'L111 01IM-1R81914101t CONCRETE J THRUST BLOCK MAIN LINE TEE. WITH fi" FLANGE SIDE OUTLET. GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEA- 6" pUCTILE 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 1; J r LEVEL ALL GROUND / MIN 3' RADIUS ONE MAN ROCK 0 TE PAD /6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 + DEPARTMENT V,lp MARCH 2O10 TESTING DETAIL 1 TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING E VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL D NEW ❑.I. WATER LINE AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.J. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL- BOLTS AND NUTS SHAL BE CDR -TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. .3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE L- WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. a. 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 LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. + 1+ PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 F EXISTING WATER LINE PLAN VIEW TESTING DETAIL * 38 FT .. �� NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'7AP & 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 (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2'iAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE � a PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN — 300.2 DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2O10 v1 J C) TO VJ r Tdd W R-40551 1 x IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU J WATER UTILITY DEVELOPMENT ENGINEERING agafour 04/16/2019 swarlick 04/18/2019 0 JOB NO. SURVEYED: SCALE: DATE: VERTICAL:NAVD1988 CALLOUS COMMUNITY DUPLEX 4-01-2019 p M/ 420 DESIGNED: NA HORIZONTAL: NAD 1983/1991 1504 KI RKLAN D AVE NE FIELDBOOK: r , H. H. PHAN CITY OF RENTON, WA 98056 PAGE: DRAWN: Z) DRAWING NO: H. H. PHAN DATUM RENTON 0 CHECKED: ONE INCHATFULLSCALE C11 IF NOT ONE NCH Planning/Building/Public Works Dept. J APPROVED: SCALE ACCORDINGLY STANDARD DETAILS 51SHEET: 1 14 Q NO. REVISION BY DATE APPR U