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Home My WebLink AboutW-3372101 19 U I a d N W ir KtVIJIVN$: NI N U � x N z Z a J cc 3 a LL Z O Uw `o n ss � g o W 5i z z b �aa ° n � g2 mr > �� 00 r< t CC a 0 O S W K ofz PORTION OF THE S 114, S.E. 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. WATER !VOTES 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY. OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. J. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATIONS SO AS TO AVOID. DAMAGE OR DISTURBANCE FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS 800 - 424 -5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS 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 AND FITTING SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 7 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 -BZ CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104142114 -90. IF FIT77NGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FIT77NGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C1f0/A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. 3 -INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE KITH ANSI /AWWA ClIO/A21.10.87 OR COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE KITH ANSI /AWWA C153/A21.53 -94 AND THAT POR77ON OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE KITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. a GATE VALVES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) / CONFORMING TOO AWWA C- 502 -85 KITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE THREADS P RVINCH AND ONE 4 TA(C PPNMPER ONO NOZZLE KITH THE NEW SEATTLE PATTERN STANDARD ADS PER INCH 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -112 INCH HOSE NOZZLE SHALL BE FITTED WITH CAST IRON THREADED CAPS KITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED KITH SUITABLE NEOPRENE GASKETS FOR POS177VE WATER 7TCTNESS UNDER TEST PESSURES 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD x5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -76 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 118 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED KITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMANS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMANS 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMANS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS' PRIOR TO DISINFECTION. THE POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG" ONLY. 17. PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATIC. 18. ALL WATERMAINS 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 HEALTH DEPARTMENT. ALL PRESSURE 7ES71NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATIONO CLORWE/WATER SOLUTION. DRY CALCIUM HYPOCHLOR17E SHALL 01 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 STAANDARD SPECIFICATIONS REFERENCED ABOVE 20. A PRE- CONSTRUCTC CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE KILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR7NG CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS METER APPLICATIONS, CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS 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 PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE PAVEMENT, SIDEWALKS CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION KITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS 13'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC INC. BCF SERIES MSBCF 1324 -18 WIN 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID- STATES PLASTICS, INC MSCSO- 1324 -R V4174 READER LED AND 1 -518' DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - FINISH GRADE 36" MIN COVER 22 -1/2' NEW DUCTILE LOOP DOWN TO CENTERUNE OF WATER MAIN TO PROVIDE SLACK IN COPPER, SERVICE LINE TO METER. WAY INSTALL METER BOX AT PROPERTY LINE WIN 12" f LONG COPPER TAILPIECE 9' MIN SIDEWALK 12' MAX CITY PRIVA7 PIPING PIPING }y 4ETERREAD WATER i METER D BE 12• _ & Pi SS BY THE CITY J_ /- TYPE '". SOFT N ti / COPPER TUBING IF SERVICE LINE TO HOUSE IS 4-3/4' OR I' TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FlDT PLUG x COMPRESSION COUPLING CORPORATION STOP. FORD TAPERED THREAD COPPERSETIER FOR 1' METER: FORD VBH72 -15W -44-440, (CC). QUICK JOINT OR McDONALD BRASS 21- 415W00044, OR MUELLER: (3/4" F1000 -3 -0) OR AY MCDONALD 47010 1 -9- 2470 -2 BOTH INLET AND OUTLET WIN PACK JOINT WIN (1' F1000 -4-G) OR AY MCDONALD 47010 GRIPPER. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS NOTE SHALL BE WITH QUICK JOINT. ALL METER BOXES INSTALLED W771IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX FAWA, RILL 1 -5/8' DNA HOLE FOR AMR kUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1 /r MIN. FROM NEAREST AND FRONT EDGE OF PIT LID `RIa DAL 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 MS. ADOPTED �.� CITY OF REN71011 Standard plans IST DATE: 04104 314" & 1 " WATER SERVICE DWG. NAME : 8106 SP PAGE : 8106 PLAN VIEW A I u� f A VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" 2" SQUARE CAST INTO IT OPERATING NUT 12" MIN. 18' MAX 4' CONCRETE DOLLAR FOR 12' VALVES IN PAVED AREAS 4-1 ,(4' DIA. SEE DETAIL 2 PIECE CAST IRON VALVE 118 MIN. THICKNESS BOX, RICH - SEATTLE TYPE OR OLYMPIC FOUNDRY 1' STEEL LENGTH AS REQUIRED 1/8' MIN. THICKNESS 2-114- INSIDE MEASUREMENT 2 -114" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REWIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED CRADE E MSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXIENSON TO BE USED PER VALVE N07E : ALL EXTENSIONS ARE TO BE MADE OF STEEL, S12ED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. T J. MIN. WIDTH W GTE POST 2 VALVE MARKER POST VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE U77UTY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS ADOPTED 0 CITY OF RENTON Standard plans IST DATE: 04104 WATER VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST DWG. NAME : BR46 SP PAGE : 8090 W- 331210 0'3.' LO- 33 7a- I a FOR APPROVAL RV• BY: En OD 11D �3 n 0 W ��c� w In ez z� .. w 0 O 0 Lu rMiLClLLi�3a tJ T y • U � bA JW°D � a bA 0 o �u W Ua 3 1 ro J N (L U F LL = off n W m (� So�s Q p 3 CNI U1 S 7 W �N�W IW ¢pjma0 LL HIM � a PROJECT NO.: 12007 DRAWN BY: VK ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 WATER DETA -8 AND NOTES O60BSDT04- C24.DWG SHEET 25 OF 29 a� ^y o d �aa ° n � mr > N