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Home My WebLink AboutS-327504kn t*ft% N M 1 � •7 N� �J 1 c � r J 1 0 • e ��a U � C i rWya R t W g z a 0 0 3 z .a M � � a D CD �c � v Loll i a o it oil w poll O 1 cy 0 z of WATER UI!UrIY- G NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1800- 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 LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. 5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGES 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 MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M do H. ALL VALVES 12" IN DIAMETER AND LARGER SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE .ASSEMBLY VAULT AND 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 A M.V.O. OF 5 INCHES, TWO 2-1/2 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). 1 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT 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 OR LARGER SHALL CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. 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 HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 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. 12. 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. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 15. 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 ON -SITE PRIOR TO CITY NOTIFICATIONS. 16. INSPECTION 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 ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. WAIM UTlUTY`fj04EltdkL NOM CONM. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL 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. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 21. FOR CITY PROJECTS SUCH 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. &ANffMY SEWFR NOM AND SPFAMCATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. 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 TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TOT AVOID DAMAGE OR DISTURBANCE. 5. A PREPCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY 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. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND'%LMftL'60' OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 15 o w ^Sh, C� i 20734 l� Fss , s pb /gygL EXPIRES. 3 1 2 % ROLL200 SIDE SEINER AND BUILDING SEWER PROPERTY LINE WATER MAIN .�.. . . ..� . . r" . • am� p omo. 2" CLOSE NIPPLE 6" BUILDING SEWER PIPE I FUTURE BUILDING SEWER . 2 "x 4" STUD SERVIC MARKER PAINT UPPER 2` 90' ELBOW ' . •` I TEE WITH 6 SIDE OUTLET PORTION WHITE ANS TENCIL ON SIDE • •� ' WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND /a WIRE WRAPPED AROUND THE STUD AND CONCRETE BLOCKING E APPROVED EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE BY THE CITY, MAKE TAP THROUGH CAS f TWO PIECE CAST IRON VALVE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS EQUAL TO OLYMPIC FOUNDRY CO. WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. STANDARDS" TOP SECTION, WITH VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE. D1 PIPE AND Cl REGULAR BASE SECTION LENGTH PIPE SEWER MAINS ARE TO BE CORE DRILLED TO FIT. 60" ALLOWABLE MAX. FOR CAST IRON PIPE 2 GATE VALVE, SCREWED OR DUCTILE IRON PIPE. 2" GALVANIZED 1:3:5 MIX �h �.IN�CNG PIPE 12" LONG CONCRETE -I! BLOCKING �� 5' �,N O�-� 2" CLOSE NIPPLE !1►�r1 �,�,'�• QE.'�' BETWEEN CAP OR PLUG GAG _21 MIN SLOPE AND 2' 90' ELBOW HORIZONTAL INSTALL 4 MIL POLYETHYLENE -- 6" SIDE OUTLET TEE PLASTIC COVER OVER WASHED ., SEWER MAIN GRAVEL. CUT HOLE FOR PIPE 6 MIN. SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 2 NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5- COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1 6 1 LEVEL ALL GROUND MIN 3' RADIUS 5" STORTZ ZA Orel 0 P1914 1 LEVEL ALL GROUND MIN 3' RADIU ONE MAN ROCK - 1 6 �•'IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2 -2" CLOSE NIPPLE AND 2 -2" 90' BEND, SCREWED AT THIS POINT. /- FIELD LOCATE CONCRETE METER BOX r 2' CLOSE NIPPLE 2' 90' ELBOW h2' GALVANIZED PIPE AS REQUIRED VALVE NUT EXTENSION AS REQUIRED CONCRETE SIDEWALK (SEE DWG OR46 / PAGE 8090) GROUND LIN 6` MAX. •. •- ' ' .• 2 -1 /2" LAST (HOSE) 10 CU. FT, WASHED GRAVEL PASSING 1-1/20 AND RETAINED ON 1/4" MESH FOR DRAIN 12 'x 22' CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITE METER SEAL CO. 8--10 METER 80X. ( DRILL 1- 3 /4A DAj. HOLE SEE 6' MIN FINISH GRADE 9" 'MAX • :'.:; � ; ;� � +:.� �;R 21 ` MIN COVER 36" MIN COVER 2-1/2' NEW DUCTILE IRON ' L LOOP DOWN TO CENTERLINE WATERMAIN OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP. FORD TAPERED T No MAX. a•� sG o o 18 MAX. .•"''O8 •. I a oo'p4 da BLOW -OFF HYDRANT EQUAL TO /78 KUPFERLE FOUNDRY CO. 2 "x2 "x2" TEE 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW 2" GALVANIZED PIPE 18" LONG 2" CAP WITH 1/8- TAP FOR DRAIN � A j IN UNIMPROVED RIGHT OF WAY j INSTALL METER BOX AT PROPERTY LINE. t � I j I SIDEWALK now TOUCHREAD WATER METER TO BE 12" MIN SUPPLIED BY THE CITY _ TYPE "K" SOFT 36" MIN CO COPPER TUBING FORD COPPERSETTER VH 72- ISW- 44 -33C (FOR 5/8" x 3/4" METER) VH 72- 15W- 44 -44C (FOR 1 METER) BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE ON OUTLET. 3/4" OR 1" ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG CUT FILL THREAD (CC). PACK JOINT 3/4' F1000) IF SERVICE LINE TJ HOUSE IS TO 8E (I F1000) INSTALLED IN THE FUTURE INSTALL FORD C14 -33 OR 44 FIDT x COMPRESSION COUPLING HYDRANT LOCAMN N_ CUT OR FILL 22 -1/2' A-A DRILL 1 --3/4" DIA. HOLE FOR oe NOTE. TOUCHREAD DEVICE FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 THE CENTER OF THE HOLE FOR SERVICE FROM MUST BE AT LEAST 1" II OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929 EXISTING STEEL FROM UNDERNEATH RIBS �� _ _ _ _ 2-1/2- MIN. FROM NEAREST AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT ASBESTOS CEMENT OR UNLESS THE Rib SPACING - AND FRONT EDGE OF PIT LID 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS EXISTING CAST IRON PVC WATER MAINS ALLOWS THE NUT TO II t it NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF OR DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE OPEN WATERMAIN SERVICE CLAMP SIDE OF MORE THAN TYPICAL RIB SEATTLE THREADS WITH A STORTZ ADAPTOR, 4 » SEATTLE THREAD 3/4" do In WATER SERVICE X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. EQUAL TO MUELLER CO. ONE RIB. ADOPTED • 1 -1/4 PENTAGON OPERATING NUT. FIRE HYDRANT TO BE � L►C�] 4 crnr or p4w"H PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE p -I� � nMM� PUNS PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. N LIT oATS: 6/02 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 18" TO 20" BEHIND BACK OF CURB Y4 WATER ___VEE OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB DUAM M• W44 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 "1 RAISED PAVEMENT MARKER TYPE 88 AB STIMSONI TE TWO-WAY BLUE. 8Y.' 2' M N /- CONCRETE BLOCKING BY: CONCRETE BLOCKING Ila \�6- CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 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. 16" x 8" x 4" MINIMUM r I / CONCRETE BL UNDER HYDRANTK 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") L V A 04-119 ffll][)illLvff -&-m-EwK, L)LqAJL ENGINEER: ' JAEGER EN G/NEERl N G DE )& Mo 9419 South 204th Place Ken t, WA. 98031 Phone No. (253) 850-0934 NO. REVISION BY APPR. DATE FOX ND. (253) 850 -0155 NO. RE\ASION BY APPR.1 FR 104 M RECOMMENDED FOR APPROVAL DATE: DA TE: DATE: DA TE.' CITY OF RENTON' DEPARTMENT OF PUBLIC WORKS WATER & SEWER DETAILS IffNN"" CO URT DESIGNED: JJJ DATE: 6/20/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: NONE PAW: APPROVED: SNEE T: 8 OF: or P%Mi ON to e"a 4z- 3 rpso# s • 3 2 �so� i