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Home My WebLink AboutWWP2703243.2z 0 a A 6 Q z n C. 6 a � � o [� o L D H c V m c a c z 91 <c w ci I 0 z WATER -GENERAL 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 I 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 Q-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 & 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). 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 DURQMETER 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 BACKF ILLING 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. c-= ; 5, Z�/- 3z.413 0 2 WATER. lY_rlLlTY--CjEN'<)kL NOTFAS CONITD, 19. ASPHALT. • CONCRETE STREET SHALL BE SAWCUT TO A MINIMUM MAT STREETS MAYBE- a CURBS,CONCRETE, PAVEMENT, SIDEWALKS, GUTTERS, D DRIVEWAY APPROACHES 1- # y SHALL ; SAWCUT O A MINIMUM DEPTH - OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION 20, A TEMPORARY CIOLD MIX ASPHALT PATCH SHALL BE PLACED ONN' THE DAY C-7 INITIAL EXCAVATION # j PERMANENT, -a SEALED B.- -PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. - PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER, NIGHT WITHOUT PRIOR kI r WRITTEN y M Yf '- 1 . - : _ r 21. FOR CITY PROJESUCH CTS TELEMETRY CONDUIT, PVC PIPE SHALL Bp- SCHEDULE AREAS. ' - y a PROCESS a BE r PVC PIPE, S-ANTMARY S :wa_ a P AND . SPECIFICATIONS 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 FILL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24. HOURS IN ADVANCE. THE=_OLIC= 2"ERARTMENT, FIRI= DEPARTMENT, AND 91 I BE NOTIFIED 24 HOURS N 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 LCC:ATIONS OF EXISTING UTILITIES SHOWN ARE :APPROXIMATE AND IT SHAD BE CONTRAC1.0R'S (RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT L OCATION Sc AS TOT AVOID DAMAGE OR DISTURBANCE, 5, A PREPCONS TRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REOUjRED PRIOR 71"D STARTING NEW CONSTRUCTION, IT SMALL BE -HiE CONTRACTOWS 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 BACKPI!'__LING 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 P'°,Iy 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 SHAL.L.. 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 EXISTI NG ASPHALT SHALL BE E AT INECU N T WITH L 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'Vb-LN D` 6* 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. OP wAsy/A,»�`�e �2v7.34 / � 5 ®ciSTER NAL EXPIRES: 3/1/2Q0 I 5" SIDE SEWER AND ®UILDINQ E PROPERTY LINE 6 n q m a FUTURE �a'a BUILDING SEND"I; PIPE BUILDING SEWER ca-°LO 2"x 4" STUD SERVIC-E 71MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET • PORTION 10MITE ANS STENCIL ON TIDE WORDING ' SE-WER" WITH >" HIGH FLACK LETTERS. AND . 6 WIRE RAPPED ARtDi.If+ID THE STUD AND EXTENDED TO 'THE TOSS' OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST iRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SE`a FPS To EXISTING MAIN, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl PIPE SEINER MAINS ARE `TO BE CORE DRILLED 60" ,ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. I � 1 5 MIX CONCRETE BLOCKINGcl OOP 2% MIN SLOPE HORIZONTAL _._. M� 6" SIDE OUTLET TEE ° F .SEWER MAIN SEWER MIfI, MAIN CQNCRETE ULOCKINC ANGLE TYPIQAL 51DEEL VA DDA TEE AT t&MN OVER 25 NOT[ UNILESS OTHERWISE SHOWN ON FLAN, SIDE SEWED SHALL HAVE A MINIMUM, 25 COVER AT PROPERTY LINE OR 3••-5' LOWER THAN THE LOWES"I HOUSE ELEVATION, WAHICHEvLR IS LO*Epi,. STANDARD r SIDE D E 1 INSTALLATION DETAIL O rRrt LEVEL ALL GROUND MIN .3' RADIUS LEVEL ALL GROUND MIN :3' RADIUS=- \ r - 5„ STORTZ ONE MAN RNCK e CUT FILL HYDRANT LOCATION IN ¢CUT OR FILL, ('?FIFE HYDRAI*I T SHALL BE ;;GREY -TYPE EQUAL TO IOWA F•-5110 I OR COMPRESSION TAPE SUCH AS CLO'W MEDALLION; M & H 928 I 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 C(NNECTION CiTY OF SI:ATTLE THREADS 'WITH A aT'OR'TZ ADAPTOR, 4` SEATTLE 'HREAD X 5" SiORTZ, ATTACHED WITH 1 /8" STAINL r S STEEL. CAB' E. 1 .1/4" PENTAGON OPERATING NUT, FIRE HYDRANT TO BE PAINTED WITH `TWO COATS OF PAINT. PRESERVATIVE + PAINT NO, 43-655 SAFETY YELLOW OR .<1F's'PI VEED EQUAL, I PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY, WATER MARA 2" CLOSE NIPPLE 2" 90' ELBOW - CONCRETE 81-OCKING TWO NIECE CAST IRON VALVE EQUAL 'TO OLYMPIC FOUNDRY CO. � STANDARD 8„ 'TOP SECTION, WITH + REGULAR BASE SECTION LENGTH TO FIT, 2" GATE VA.LV'E, SCREWED-, 2" GALVANIZED PIPE 12" LONG 2" CLOSE. NIPPLE - BETWEEN CAP CAR PLUG AND 2" 90' ELBOW. INSTAll 4 MIL POLYETHYLENE -- -� PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE 10 CU. FT, WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4' MESH FOR DRAIN --IF ADDI'T0NAL ADJUSTMENT I' REQUIRED, INSTAL[_ 2--2" CLOSE. NIPPLE. AND 2--•2" 90' BEND, SC;RE'V D AT THIS POINT. FIELD LOCATE CONCRETE METER BOX ' CLOSE NIPPLE w�. 90' ELBOW „ 'ALVANIZED PIPE AS REOUIRED FLAN VAL'VF NUT EXTENSION AS REQUIRED CONCRETE 'SIDEWALK (SEE DyiG BR46 / PAGE EI090) f _ GROUND LINE I I / 2-1/2" NST (HOSE) 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 18" MAX. I Htl 0h nn 'a 2 CAP 9I'I 11/8" TAP P'C.DR DRAIN 1' '" .' .. .a ;IBLOW-Offl DUAIL NO. i %. • 12"x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE I i COVER EQUAL TO FOG TITE METER I /- IN UNIMPROVED RIGHT OF WAY SEAL CO. B-10 METER BOX. INSTALL METER BOX AT . (GRILL 1-3/4" DIA HOLE PROPERTY LINE. SEE DETAIL A -A) I I 6" MIN I SIDEWALK a I FINISH GRADE 9" 'MAX i «r TOUCHREAD 21" MIN COVER WATER METER TO BE --�12" MIN 36" MIN COVER � _ SUPPLIED BY THE CITY 3 TYPE "K" SOFT 6" MIN COVER 2-1/2' COPPER TUBING ORD COPPERSETTER VH 72-15W-44-33G VH 72-15W-44-44G ( (FOR 5FOR 1 METER) /8" x 3/4" METER) NEW DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. WATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE SLACK IN COPPER SERVICE ON OUTLET. 3/4" OR 1" LINE TO METER, ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG CORPORATION STOP, FORD TAPERED THREAD (CC), PACK JOINT �'3/1 IF. SERVICE LINE TO HOUSE IS TO BE F1000) INSTALLED IN THE FUTURE INSTALL (1 F000) FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING NOTE: DRILL 1-3/4" DIA. HOLE FOR THE CENTER OF THE HOLE II TOUCHREAD DEVICE FOR SERVICE FROM MUST BE AT LEAST 1" EXISTING STEEL FROM UNDERNEATH RIBS ��_____ _ 2-1/2" MIN. FROM NEAREST ASBESTOS 'CEMENT OR UNLESS THE RIB SPACING -I� - - AND FRONT EDGE OF PIT LID ING CAST IRON PVC WATER MAINS ALLOWS THE NUT TO II t DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE OPEN WATERMAIN SERVICE CLAMP SIDE OF MORE THAN 3/4" & I" WATER SERVICE EQUAL TO MUELLER CO. ONE RIB. TYPICAL RIB v� p� ADOPTED aCITY OF RENTON STANDARD PLANS 1/21 2 ADO "a.[ 04MEnA UO FOR TOVCHREA0 A0 N T LST DATE; 8/02 II/I6/os cola a..t _ AG hATr IR i I N BY APPR DWG. NAME: BR41-TR SP PAGE; B 106 T`IE?w HYDRANT EXTENSION T4,D BE USED IF REQUIRED, �� E -, I . 18" TO 20" BEHIND BACK OF CURB WATIM SERVICE OR 12" BEHIND BACK OF SIDEWALK "�('� THAT IS ADJACENT 'TO C UREI E 1\4A'. �`��j 41 I I TWO-PIECE CAST !RON VALE BOX WITH LUG TYPE COVER.��m EQUAL TO OLYMPIC; FOUNDRY CO. STANDARD 8" TOP SECTION >A P-j, a� r REGULAR BASE SECTION LENGTH NG H TO FIT, VALVE.. NUT EXTENSION / AS REQUIRED (SEE. DWG BR46 / PAGE B090). MAX MIN 2 � I - RAISED PAVEMENT MARKER T't`PE. Bra AID I STIMSONITS TWO-WAY BLUE, BY.° 42' MIN / CONC".RETE BLOCKIN(3 I3Y` BURY tONCRETE BLOCKING N n..mm CAST IRON TEE, WIT( -I 6" FLANGE SIDE OUTLET: ."�. \\- 12".- 6 GATE VALVE (FL X NJ) AWWA. IC-09, RESILIENT SEAT 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'° >c 4•" MlNINUM `. MATE. DATE;° C I ` CD IF 1R., a CD IsT DEPARTMENT OF PUBLIC WORKS ENGINEER: l X_X " ►E7�.A TQp� A LIB' I N 1 T CREST SHORE' .PLAT` 1 South th 204 h P/ ce DESIGNED: DATE. 2/1O/05 ° FILE NAME - Ken tWA. 98031 �j ' CDRAWN; iFi ...e.�.......,...»,.......e...-.......�,..w .,...._..._..,...,..,...,,.m..,�..,.....®_.._.,,...._....�...�....:,.__..,.._........_., ,...,..,, ^ED SCALE: 1.50 h 11' FIELD BOOK: PAGE: Phone No. (253) 850- 0g34 TICKED �. NO. REVISION BY APPR. DATE (253d APPROVED: tEET: 9 OF: Fox No.I I 850-0155 DIRECTOR OF PUBLIC WORKS I :� • 32y3oy C�-/ 32w3o•�� SCANNED OCT 2 8 2W5 >� I:NRET BLOCK HYDRANT -CU. YD.'1rD DRRCO, Cq" TO 3/8') L UA 04-11 J