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Home My WebLink AboutWTR2703160.2WA TER U 77L! T Y - GENERAL NO TES T,ALL WORK MATERIALS SHALL BE IN CONFORMANCE WT7HI THE STANDARDS AND SPEC`IIIFIICA 71710NS OF 77H1E C//TY OF RENTON UT7/LlITY DEPARTMENT AND 7#-#E LATEST ED1177/0N OF THE IWSDOT%APIWA STANDARDS AND SPEC`IIFIICARIONS, AS APPROVED BAY' THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 717IMES DURING CONSTRUCT/ON, N 2 TIHE HOURS OF WORK INT7HfE STREET RIIG14T T— OF— WA Y SMALL BE LIMITED TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS J OTH/ERWSE APPROVED //N 4 1177/NO BY THE DEPARTMENT OF PUBL11C --. WORKS AT 235— 635 ALL STREET CLOSURES, /PART71AL OR Q < FULL, SHALL BE APPROVED BY THE DEIPAR T MEN T OF PUBLIC C W WORDS 24E HOURS IN ADVANCE, THE POLICE DEPAR T7AMEN Th IF71RE L DEPAR TMEN T, AND 9 T I SHALL BE N077IIFIlED 24E HOURS llN Lu AD VANCE, F-- C) 0 3, ALL LOCA 717IONS OF EXIISTI1NG J7I7IL117171ES SHHOWV ARE APPROX11MA T E Z AND IT SHALL BCE CON T7RACTOR "S RES/PONS//B //LII TY TO Vi/ERIIFY THE TRUE AND CORRECT LOCAT7�0N SO AS TO AV%011D DAMAGE OR LLJ DISTURBANCE FOR U7171LI1 TY LOCATE CALL 4.8 HOUR LOCATORS, LLJ O C) 4I..ALL WATER RAIN PIPE TO BE CEMENT LINED DUCT71LE /IRON PIPE J V CONFORMING TO AWWA C1/ 7 0 AND C111 OR LATEST REVISION, V THNICIKNESS CLASS 52, CEMENT MORTAR LIINIING AND SEAL COATING SHALL COINFORIrIM TO A WWA CT 04f OR LATEST REVISION.. PIPE JOINTS TO BE PUSH —ON OR MECHANICAL JOINT BEDDING TO BE CLASS Ca ALL DUC77/LE IRON PIPE SHALL BE POLYETHYLENE zl WRAPPED PER ANSI/AIE A C1/05-77 STANDARDS. z 5. CAST ifRON AND DUCTILE 1rRON IFll7r7/7/NOS SN-liAiLfL BE CEMENT °C LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANS//%A 4 A CIl IO//A21.10-82. CEMENT LINING SHIALL BE //N ACCORDANCE W THE ANS'11//A II I C1104//A21f. 4-85, //F N a F7/TTI/NGS ARE 3 INCHES TO 1 IINCIHES /N DIAMETER AND HAVE to MECHlAN11CAL JOINTS, THE /FI171717INC'S SHALL BE 11N ACCORDANCE o Z W TTHf EII T -#E-R ANS/r%A iI A CAI I OIA211- 10-82 OR ANSII%A II A o V o �c C11531IA21-53-54.. ,3-11NCYHf TO 12-INCIHi DIAMETER IF//T77//NG WlhL#IlCk HAVE MECI AIMICAIL JOINTS ANDIOR FLANGED JOINNI TS SHALL BE IN ACCORDANCE W T7I-ff A NS1111 A IC A C 11110%A21.10— 882 OR A COMB IINA 7I710N u g OF ANS111A I A CI I QIA21/_ 10O 82 AND ANSIIIAWWA C1533IA21/w 53—S4 SUCH THAT 7/7HIE PORT/ON OF THE FlI T717ING W T7.EH A MECHANICAL O n o JOrINT(S)A MAY BE IN ACCORDANCE WITH ANS111A u A C 1153%A21_ 53-84 AND THAT PORT71ON OF THE FITTING W7TH 1� H=-ILANCB=® ,J/0IiN7T(S) SHALL BE IN ACCORDANCE WT7FI ANSII/AIA ;k CT I OIA21/ _ 1/ 0- 82- .ACCEPTANCE TES - 7ING IN .ACCORDANCE W7 H' ww SECTION 53-5 3 OF ANSIIIAWWA C15JIA21I 53-84/ OR W7TIH o = SECTION TO-4-J OF ANS'IIIA►t A C1IOIA21.10-82 SHALL BE o n OBTAINED BY 77HE CONTRACTOR AND TRANSMITTED TO THE OWNER. & GA TE VAL VArES SMALL CONFORM TO A WWA C`500 AND SHALL BE (IRON BOD Y� BHRONZED—MOUNTED, DOUBLE DISC W T H BRONZE WEDGING DEVICE AND O—RINGS T UFFIING BOX VALVES SHALL BE DESIGNED FOR A r1 11N11MUM WATER OPERA 77ING PRESSURE OF 200 PSI(. GATE VALVES' ES' SHALL BE CLOW LIST 13 MUELLER COMPANY NO- A2380n ® OR M & H_ ALL VALVES 12� IIN DIAMETER AND LARGER, SMALL BE INSTALLED IN A VAULT, .SEE WATER STANDARD DETAIL FOR 7.2' GATE VALVE A x a'EMBL Y VGA UL 7T AND 11 � BYPASS /NS TALLA 7'70N_ 7 FiIRE HYDRANTS SHALL BE COREY TYPE (OPENING W T7H/ THE PRESSURE)) CONFORMING TO AWW4 C-504I-80 WTH A 6 INCH ` INLET } AND A hAM_ V Oe OF 5 INCHES, TWO 2-112 INCH NOSE NOZZLES W7TlHi NAT71ONAL STANDARD 7 INCH, 60 DEGREES V THREADS, 0_ D_ THREAD 4.875 AND ROOT DIAMETER 4m 6263• 1-114 INCH al PEN TA, GON OPERA 77ING NU T OPENED BH Y TURNING COUIN TER Q CLOCIC"WSE (LEFT))- 8-ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GLADE ALL WATER MAIN 12 INCHES AND LARGER SMALL BE AT A MINIMUM OF 48 � INCHES BELOW FINISH GRADE WHERE U77LITY CONFLICTS OCCUR, !E _ _ ! _ WATER MAINS ARE TO BE LOWERED RED TO CLEAR- 9-ALL WATER MAINS SIB 6INCHES IN DIAMETER AND LARGER • • SMALL DE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFEC COIN- THE "POLY PIGS- SHALL BE GIRARD INDUSTRIES a AQUA SWABS -AS OR APPROVED EQUAL 2 LE3 \CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER C'OA77NG ON THE REAR OF "PIG" ONL 2Y "PIGS" SMALL BE CYLINDER SHAPED W T7H BULLET Q NOSE OR SQUARE END, 774E CONTRACTOR WILL PREFORM THE CLEANING OPERA TIION- m 9A_ALL WATER MAINS AND .SERWCE-.S SSHALL 13E PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERA 7-7NG PRESSURE, IN ACCORDANCE W TIH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WB`AS7HINGTON STATE HEALTH DEPARTMENT ALL PRESSURE TES 77NG SHALL BE DONE IN THE PRESENCE OF A R PR SE N TA177 V/E OF THE CITY OF RENTON. 10, A PRECONSTRUC TION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUC77/06N, A MaNr/Ml()JM OF 3 (THREE) WOl1 K111N1G DAYS NOTICE IS REWIRED FOR SCHEDULING : PRIOR TO SCHEDULING 77HE PRECON A PERU//T 111NIFORMA717/0//V/ SWEET MUST BE SUPPLIED TO THE U77ILlITY ENG1INEER'S OFF710E- TWENTY-FOUR HOUR NOTICE DILL BE REQUIRED PRIOR TO S7TAR77/NG NEW CONSTRUCTION. llt //7T SHALL BE THE OON7li ACTOWS RESPONS11BII&ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR 77rNG CONS TRUII C PON, 12., INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLI1CATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON 13 ALL CONNECT/ON TO E�//ST7/NO MAINS TO ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT -WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CON T RA C TORS W TH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS, ALL NECESSARY EXCA VA 71710N AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SiI TE PRIOR TO CITY NO IRIFIICA 7TIONS: 14, I/NSPECTtON WILL BE ACCOMPL11SH-HEO BY A REPRESENTA 7171VIE OF THE CITY OF RENTON. IT SHALL BE THE CONT7RACTOR7S RESPONSIBHIL11TY TO N077FY THE U7171LITY DEPARTMENT 24 (HOURS IN ADVANCE OF BACKFIILLI/NG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL (KEEP AS—BUIILT ®RA WINGS- 15 CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW —OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FIINAL T7/E-11N, 116, ALL JOI/N T RE.S TRAIINT S YS TEAMS (SHACKLE RODS, NUTS, SOL Ts3 ETC.) SMALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COIOMPAN Y OlF COLUMBU"S OH-HIIO OR EQUAL APPROVED IN ICI T71NC BY THE DEPARTMENT T OF PUBLIC WORKS, 17 ASPHALT AND CONCRETE STREET PAVING SHALL BE SA WCUT TO A IrIAI1111WIMUM DEPTH OF TWO INCHES., OIL MAT STREETS MA YHH BE SPADE CUT ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRI VEW/A Y APPROACHES SMALL BE SA WCU T TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXIS77NG EXPANSION JOINT, 18 - A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON 7T7IHE DAY' OF IINII7I71AL EXC`A VA 7I7ION W TZHi A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY W 7HIIN TEN DAYS. CALL FOR SUB GRADE IINSPEC7/71ON PRIOR TO PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT AIG1/ T HOU lT PRIOR WRITTEN APPROVAL OF THE INSPECTOR_ 19- FOP CITY PROJECTS SUCH AS TELEMETRY ' CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS- ALL CHEMICAL PROCESS LINES SMALL BE SCHEDULE 80 PVC PIPE AW 2' GA IE VALUE rlil • ' 111 / / m �/ E / r / s• MERT►CAL CROSS FOR POIL YP MNG STA Wit WERWAL CROSS (MAR) OME BEAD FLANGE ON /• OF CROSS / ON ► OF 070SS C/ C, &OCKAW z 9B ALL WATER MAINS .AND SER OCES SMALL BE DISINFECTED E3 Y THE ��R . poi g INJECTION OF A 50 PPM (MINIMUM CONC`EN TRA TION) � � �� U GIHLQRINEIWATER SOLUTION_ DRY CALCIUM 7HYPOC7HLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE e METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E �;pl OR 7-11. 3(12)F OF THE STANDARD SPECIFIC A 77ONS REFERENCED 9470is ��ss IN 1 ABOVE ORAL�� !!A S- BUIL T p* NO TE. IEXPIRES 6/22,/05 "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. CUT eX 8� TEEM 1�JXFL) 1-8- GV (FL*W) TEMP PLUG (MJ)W/2- TAP AND 2- BLOW OFF ASSEMBLY CONC_ BLOCKING TES T CONNEC TION 1 /2' w No 0 8- VERTICAL CROSS (MJ*FL) FOR POLYPGGING 1 - BLIND FLANGE ON TOP WITH 2' TAP AND 2� PLUG 1 - BLIND FLANGE ON BOTTOM 1 - PLUG(MJ) WITH 2 TAP .AND 2- BLOW OFF TEMPORARY BLOCKING NEW DUCTILE IRON I �L- LOOP DOWN TO CENTERLINE WATERMAIN OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER- I/ CORPORATION STOP. FORD TAPERED THREAD (CC). PACK JOINT (3/4- F1000) (I - F1000) EXISTING CAST IRON OR DUCTILE IRON WATERMAIN AFTER ALL CLEANING BY POLYIPIG, PRESSURE TESTING AND DISINFECTION, REMOVE, TEMPORARY BLOCS & BLOW OFF AND CONNECT TO VALVE WITH D.I: SLEEVE (MJ) AND D.I SPOOLS FINAL CONNECTION BY CITY FORCES, 8' W FINAL CONNEC TION 12% 22' CONCRETE METER I3OX WITH 3/16- STEEL DIAMOND PLATE COVER EOUAL TO FOG TITE METER SEAL CO, 8-10 METER BOX, (DRILL 1-3//4-DIA. HOLE SEE DETAIL A -A) WATER METER TO BE 12"' MIN SUPPLIED BY THE CITY TYPE *K" SOFT COPPER TUBING FORD COPPERSETTER VH 72-15W-44-33G (FOR ?/8" x 3/4' METER) VH 72-15W-44-44G (FOR 1 METER) BOTH INLET AND OUTLET WITH PACK JOINT WITH 2 PADLOCK WINGS ON KEY VALVE SINGLE CHECK VA ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPEI IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14- 33 OR 44 FIDT x COMPRESSION COUPLING 3/4'„ OR 1 " __� GALVANIZED PLUG A - A r_®R /2' NOTE. THE CENTER OF THE HOLE MUST BE AT LIEAST I' FROM UNDERNEATH PIES - SERVICE FROM UNLESS THE ,RID SPACING TING STEEL ALLOWS THE NUT TO ASBESTOS CEMENT OR TIbHTEN AGAINST THE OPEN PVC WATER MAINS SIDE OF MORE THAN INSTALL DOUBLE STRAP DIVE RIE SERVICE CLAMP EQUAL TO MUELLER CO. OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M de H 929 AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT 5-1/4- MAIN VALVE OPENING. TWO 2-1/2- HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR„ 4" SEATTLE THREAD X 5' STORTZ, ATTACHED WITH 1 /8- STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NUT._ FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT N®_ 43-655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. :)NE MAN ROCK - 1 6 i 0 HYDRANT LOCATION IN CUT OR FILL DRILL I - �4 wf^. HkeL-E TDUCHREAD DEWCE 2- I12 - MIN FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIP 1" WATER SERVICE 18'* TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB 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 MAX 4" AS REQUIRED (SEE DWG BR46 / PAGE B090). MIN 2"T RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE,. V _ 42" MIN CONCRETE BLOCKING BURY It CONCRETE BLOCKING 1600 CAST IRON TEE_ WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT LEVEL ALL GROUND � 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS_ SEE STD DETAIL FOR TIE RODS_ 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 1 /3 CU_ YD- WASHED DRAIN ROCK (3" TO 3/8") FIRE HYDRANT ASSEMBLY MIN 3' RADIUS e r 6/22//05 RECOMMENDED FOR APPROVAL BY BY BY BY BY DATE DATE DATE �mft 74102PLAT_U MG DATE mm` 17 °- A DATE 1.ATER '" SCANNED OCT 0 R