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HomeMy WebLinkAboutR-417891NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO Hit I C) Q W f— MQ LL LU J 0 v! 00 NET INNH. N I WATERPUNGENERALk0MS SfaMaMPYn IRc3Tb 1. ALL WORK AND M nMALLSHALL BE IN ACCORDANCE WUHTHE UTEn EDMN OFTHECNYOFREWON PUBLIC WORMS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT/ APWA STANDARD SPECIFICATIONS, LATEST ROTOR AS AMENDED BY THE CFO OF RENTON. ASUOFCJIV APPROVED PUNSSHALLBE KEPTATTHEIOB 511E WHENEYERCdISIRUCIMN ISINPROMESS. APRE{ONSIRUCTION CONFERENCE SHALL BE HELD PRIOR TO ME STARTOF MO UU1 .ME CORIWYTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO MO UCIICN. 2. ALL EXISTING UTIUNES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNIFSSOTHERW6E NOTED. THECONIMCTOR SHALL CALL I -BC 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED TOR ME CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN Min AGE BY ME CITY OF REMAN PRgR TO BRINGING ANY MATERIALS ON SITE. 4, ALL WATER MAIN PIPE MHTERMLS SHALL BE OEM ENT LINED DUCTILE IRON PIPE THICKNESS CUSS 52 PER AWWA C 151 AND 304. PIPE JOINTS SHALL BE PUSHONOR MECHAN HALL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SIULL BE CLASS 250 AS PER ANSI/AAHM C110/421.10d2. ALL DUI IRON PIPE AND FITNNGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TOPE, POLYETHYLENE PIASTIC PER A W W A CHIS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER PAN N$ TO FINISHED GRADE SHALL BE 36INCHE5 FOR PIPE DAMETER OF 361NCH OR IF.SES AND411 INCHES FOR PIPE DIAMETEROF IT INCH AND URGER. MAXIMUM COVER MRALLWATER MUNSSNALLBECOINCHES ANY DEVOTIONS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TOCONSTRUCTION. WXERE MUIYCbINCI$OCCUX, TIE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFUCTUND TO FROMOE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONELIHI PIPE MANUFACTURER'SSPECIFICAPON PORSUEOF PIPE USED. ALLTRENCH RAIXFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENS" AS OflERMINEO BY ME MODIFIED PR0.TOR TEST METHOD (ADD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS AND 85 PERCENT KIND IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSHAILBE55 MDD. S. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALUMAND POURED IN PUCE INACCOROANCE WITX CmOF RENTON STANDARD DETAILS AND SPEUFENUMONS AND SHALL BE INSTALLEDATALLVER LMDHOR20MNBENMF"MS AND BAREOF HYOMMS. MEGA LUGS TOR SIMILAR PRODUCT) MAYBE REQUIRED MAU MECHANK'AL JOIN6 IN MOTION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND MORRIS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FUSHEO, DISINFERED,ANDTESIET CLEANING, PRESSURE AND PURIFY TESTING SHALL BE DONE IN ME PRESENCE OF AND UNDER ME SUPEWISIONOFACMOFREMONUIILNYINSPER R. THE CONFRARORSHALLSUPPLY, INSEALLANO REMOVEFLUGS, CORPoRAPON STOPS,BLOW-0FF ASSEMBUES, AND THRUST RE TRAIM/BLOCKING FOR TESTING AND PUMIYACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN OR BETWEENTHE NEW WET -TAP VALVEMAREMSONG MAIN UNTIL THENEWPIPING HAS BEEN HONEST! -PIGGED, DISINFECTED, FLUSHED,ANDPASSEDBOTHPRE6 MMDPURRYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE UTERALSSHALLBETESTED ATASTATIC PR6WRECF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WNH AMAXIMUM OF 5 PSI PRESSURE DROP DURING TIE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURETEST, TIE UNESHAMBE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING ROME PUBLIC WORKS INSPECTOR. 9. TIE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE CEPARTMENRAT INST 30 WORKING DAYS PRIOR TO MEANING CONNECTIONS TOME EXISTING WATER SYSTEM. ME CONTIIAROR SHALL INFOSE ME EXIMNG WATER MAIN AND FTTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR TNEFINALCONNECTION. WE CONTRACTOR SHALL EXCAVATE, REMOVE ALLSURFACE MATERORAND PROVIDESHOVINGAND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOME EXISTING WATER STEM. ME CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPETE SURFACE RESTCPATION. PUBLIC VISI'0. PLAN - 300.0 DEPARTMEAT WATER FLAN GENERAL NOTES MAHCx zD10 TESTING CONNECTION E LNG WA RMAIN POI STATION PER STD PUN M6 (I)WnI LCROSS(MMFO (1) BLIND FLANG E ON TOP MEN 2- TAP AN 0 2- PLUG (I) BLIND NG 2 WIPLUG OMIQWTH - TAP AN IF OMY BLOWAFFASSEMBLY ® ffH IEMTFOMEYTHRUST BLOCKING �B ��� ��/ O NEW DI WATER MAIN TEMPORARYBLOCKING CONNECTIONTO EXISTING MNH (BY CITY FORCES) pITEE 1FLLFLl 12) DI SPQD6 I2150NO SIEEVESIMI'0 R COUPUNGADHPTFRS IROMACSm OR FQUALI (3) GATE VALVES(FLMV) PI PLUG(MU Win 2' TAP AND TEMPORARY 8U)V FASSEMBLY BOTH. f f H CONCRETE TH RUST BLOCKING PER M PLAN 330.1 FINALCONNEC ION UPON COMPLETION OF POLYPMGING, HYDROSTATIC TESTING, AND DISIN FERMN, REMOVE TEMPORARY THRUST BLOCKING ANO TEMPORARY BLOWdFFASSEMBUES FINAL CONNECTION (HE CRY FORCES) ® p)DISPOOS p)DISIEEVE(MI) O NEW OI WATER MAIN vux.3m.3 gj Puauc woalcs CONNECTION TO WATER MAIN ®STD. It DEPAUMEW CUT -IN TEE AND THREE VALVES CITY OF RENTON WATER PLAN GENERAL NOTE Si11 CONNECTION TO WATER MAIN CUT IN —LINE TEE & 3 VALVES NTS - - v FOR BUILDING WALL SERVICE / �\ TO BUILDING !MMUER 1'TO S' F�WRED 0 d h I-' 3 �. G Q NOTES: H' 1. THE DCVA MUST BE NOTED ON ME LATEST VERSION OF 'M FWW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON 9' STATE', PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEAUM t3 2. THE DNA MUST BE TESTED BYAWMHINGFON STATE CMIIFIED BAO510W ASSEMBLYTESIER UPON INSTALLATION AND ANNIMLLY THEREARER. ASSEMBLY TO BE MNNTNNED BY PROPERTY OMER ACOPY OF ME TEST REPORT SMALL BE SENTM THE aw OF KENTON WATER UTLItY CR0E5 CONNECTION CONTROL SPECWJST, FAR 42H36TGl, EIMIL MHMTE@RENMNWAGOV. 3. TEE AND GATE VALVE REQUIRED ON MMN. Ce A. PROTECT AGAINST FREEZING OR DMMGE. USE HEAT -TAPE IF AREA IS SURER TO FREEZING. S. DNA INSTALLATIONS THAT DIFFER FROM TIE FORWARD PUN MUSTBE APPROVED BY ME CITY OF RENTON WATER URIMAND WILL BE REVIEWED ON A CAS&BYLSE BASIS TO ENSURE THEY MEET CURRENT MINIMUM REQUIREMENTS MR INSTALLATION AND FREEZE PROTECTION. g 6. EACH VALVE SHALL BE MARKED WON MODEL NUMBER AND DESIGNATION OF R6WENTSUT, SUCH AS-WOR"IN, WHICH MUST BE CAST, MOLDED, OR AFFIXED ONTO ME Wm OR WNNU OF THE VALVE. ALL FERRWFBOpLU VALVE3SHALL BE CWTED BIRTH A MINIMUM OF MI6 DONE W EQUIVALENT MLYMERUD COATING. / 7. INTERIOR WATER APPURTENANCES MUST CONFIRM TO UPC REQUIREMENTS. MATERIALS ODOUBLE CHECK UNE-SIZED WASHINGTON STATEAPPROVEDDWA,INCLUD6 TWO (2) RESMEMiEATED SHUT4KF VALVES VALW=EMBLY AND MR(4) RESILIEM3UTEDIFST{oOS, BRASS PLUGS INSTAIIED ON TFn-COCKS O0 PMESUPWRT ADJUSTABLE PIPE SEDDIESUPPORT. GMNNELL FIG 264 OR EQUAL WITH BAY BOLTED TO FLOOR N OC ADAPTER RESTRAINED FLANGE ADAPTER, EBA4 IRON SERIES 22M MEWFUNGE OR EQUAL O WATER MAIN CUSS 52 M PIPE PEKFLOR FI#U OE BEND EARN BEND (FIAHL OR FLWJ WITH RESRWNEOJOINS) OF PIPE PENEIMTOI SEAL PIPE PENETRATION WITH WATER-TGHT GROUT aO BLOCKING CONCRETE THRUST BLOCKING PER STD PLAN 3311 PUBLIC WORD ;„ TO 10" DCVAOWNED STD. PLAN-350.2 t 1 DEPARTMENT INTERIORINSTALLATION DOMESTIC AND IRRIGATION SERVICES N.A. I CIVIL CONSTRUCTION PERMIT JON 103/12/21 JSr - sl INTERIOR �E�E R♦♦� EEC3 VERNON, AND igm CIVIL CONSTRUCIVIL CTION PERMT RMUBM TTAL UP OZ/104/2 JSF Z� SAS NOTED 1dE "'O 1B8iA1B°' DOUBLE CHECKTJP,MBR VALVE ASSEMBLY INSTALLATIONE INCH N(I'Uca11811 H3A,CEPLwabusinessdays DnruM CIS NTS — before youdlg crc@MNP ox�P NO. REVISION BY DATE APPR A^RIMr PLAN PROFILE MATERIALS O PWGWGP WIN LINE PLUGORCAPWITH NTAPIFIPTI OB PIPE PCLOSE NIPPLE © BEND r9T HUNG BEND IFIPhFIPT O PIPE 2' NNTS OR BRONZE NIPPLE, UNGTN EO FIT 2'GATT VALVE (IT PTVNFB WITH SQUARE OPERATING NUr AND VALVE OPERATING NUT EXTENSION AS O WIFVALVE REQUIRED PER SM PLAN 330.1 OF VALWWXANDLID VALVE BOX AND LID PER SM PUN ARTS CONCRETE DEAD MAN BLOCKING WITH ENFORCE RODS TO CAP, BLOCK SHALL BE POURED AGAINST O BLOCKING UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOMONARARERISTCS nD.vux-3w.x PUBLIC WORKS ® 2" BLOW -OFF ASSEMBLY J.fJ. DEPARTMENT (TEMPORARY) ^.F BB lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 205.622.M22 wwwApff.com CITY OF ' FENTON Planning/Building/Public Works Dept. S-417815 W-417815 R-417891 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 %% WATER UTILITY agafour 04/07/2022 EAR SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 WATER AND SEWER DETAILS C6.31 91 143 O N 0 O 1 N A CM M M O O O Do MT LL N1