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Home My WebLink AboutWTR2702966.2dW Pat o 0 CV � o oO = U Q 8 0J wj z z C� cn w W o Nto N " J N J N N N O O LU U iJ m J N 0 N I I N N z w w Z w w Q Z Z V � w 3 r >- w is a a V w z z � 0 � CITY OF RENTON WATER UTILITY -GENERAL NOTES FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY INLET WITH LUGS. SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST SECTION. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD AT ALL TIMES DURING CONSTRUCTION. 17. ASPHALT CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. X 5" STORTZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE OR REMOVED TO AN EXISTING EXPANSION JOINT. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. TRANSPORTATION DIVISION AT (425) 430-7200 24 HOURS IN ADVANCE. THE POLICE FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL ADVANCE. EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT INSPECTOR. LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATORS 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH ON OR MECHANICAL JOINT BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 19. FOR 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 SHALL BE SCHEDULE 80 PVC PIPE. 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 AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX 4" MIN 2" RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE. Vv\ 4BUR IN � � CONCRETE BLOCKING CONCRETE BLOCKING 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT \�- CAST IRON 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 TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8") 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A 12% 22" CONCRETE METER MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 BOX WITH 3/16" STEEL DIAMOND PLATE AND THAT PORTION OF THE FITTING WITH THE FLANGED JOINT(S) SHALL BE IN COVER EQUAL TO FOG TITE METER ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN SEAL CO. B-10 METER BOX. ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH 6" MIN FINISH GRADE 9" MAX SECTION 10-4.3 OF ANSI/AWWA C110/A21.10.82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 9>, 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING ' , �.',':;:-`' 21" MIN STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING COVER PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY LEFT BLANK INTENTIONALLY 36" MIN COVER NO A2380 OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 2-1 /2` 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND M.V.O. OF 5 INCHES, TWO ')-1 /2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE . ALL WATER MAIN 12 INCHES AND LARGER SHALL BE A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE o CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY z "_ O 0 U PIGS" SHALL BE GIRARD INDUSTRIES o ' o a AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT. DENSITY FOAM WITH 90A N DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. V V 0 0 U U 0' 0 3:m m Q 0 0 0 o o m Q 3: Z Z zw Lj 12:2 w � o0 01- w w w w Z 0, O Ln o �� 5;o _ N U U U 7Z cn O N wCr- w0� � w0:� � 9a. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE DEPARTMENT OF HEALTH. ALL PRESSURE TESTING SHALL BE DONE IN IHE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 9h ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF COPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL A SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ONSITE PRIOR TO CITY NOTIFICATIONS. 14. INSF-ECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE SURVEYORS SHALL KEEP ASBUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOWOFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. NEW DUCTILE IRON �- LOOP DOWN TO CENTERLINE WATERMAIN OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP. FORD TAPERED THREAD (CC). PACK JOINT (3/4" F1000) (1" F1000) EXISTING CAST IRON OR DUCTILE IRON WATERMAIN LEFT BLANK INTENTIONALLY -1/2° I I ,.,R SERVICE FROM EXISTING STEEL ASBESTOS CEMENT OR PVC WATER MAINS INSTALL DOUBLE STRAP SERVICE CLAMP EQUAL TO MUELLER CO. Ld IN UNIMPROVED RIGHT OF WAY w INSTALL METER BOX AT z PROPERTY LINE. } D- w w a. o SIDEWALK IL r< WATER METER TO BE y 12" MIN SUPPLIED BY THE CITY 36" MIN TYPE "K" SOFT COVER COPPER TUBING FORD COPPERSETTER VH 72-15W-44-33G (FOR 5/8" x 3/4" METER) VH 72-15W-44-44G (FOR 1" METER) BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING VA4296b03 3/4" OR 1" GALVANIZED PLUG NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES A h-c''7WN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 UNDERGROUND SERVICE (USA) REOOMMENDED FOR APPROVAL BY �� l 'on BY BY AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY! Call before you Dig. oPv�� w. Cq �. 284 70 0 �� SS�oNA L . • ECG\ � EXPIRES 5-13-07 STAMP NOT VALID UNLESS SIGNED AND DATED