The URL can be used to link to this page

Home My WebLink AboutR-406343J J W m Q 7E Q LO Lt7 N CD N CO F� 6r 7p 0 O ry W Q I 00 i U) 0 / 19 rn 00 rn CD 0 CD 00 Lii CITY OF RENTON WATER UTILITY NOTES Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest 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. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shal I be notified 24 hours in advance of any work in the right of way. 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 locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 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 fittings 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/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a 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 with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with 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. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure 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 to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 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 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with 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 watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 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 watermains 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, 2 lb/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 operation. 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 testing 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 RECORD WATER UTILITY DETAILS FOR CH.1CK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHING 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 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 above. 20. A pre -construction 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 will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting 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 backfilling 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 with 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. G1_y PRIVA 1c PIPING PIPING 1-172" AND 2" WATER SERVICE DE "Al i � J F IN UNIMPROVED r CAUTION: VALVE BOX SHOULD N61 REST ON 111 [111 �Z sr EIGHT -OF -WAY INSTALL METER BOX AT PROPERTY LINE 1N TH w PIPE LATER COMPACTION IN AREA OF VALVE BOX 12" LONG COPPER TAILPIECE n COULD CAUSE THE BREA%AGE OF THE SERVICE- n a a 9- NlN- IV' MAX - LEAVE EXPOSE!] V 17 N C1 L y7 J =LS BY PASS N07 ALLOWED FOR IRRIGATION METER$ � \� Y 2. .il g]; (7) /f J 1151 A _ 1r'1 VAULT. DRILL P" tllA. HALE FOR DEVICE OUICK_VINT COUPLING v MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2' LAIN, PROM NEAREST NOTE; AND FRONT EDGE DF PIT UD THE CENTER OF THE HOLE MUST BE AT LEAST I' FIRM UNDERNEATH RILES UNLESS THE RIB SPACING ALLM THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF TYPICAL RIB-� MORE THAN ONE RIB. MATERIAL LIST FOR 2" SERVICE:.. METER LOCATED IN PLANTING STRIP MATERIAL JST FOR 1-1/2' SERVICE' IAETER LOCATED IN PLANTING STRIP RESWEEN CLFRB & 5t0EWALK BETWEEN CURB& SFDEWALK 1 2' tdpped Em, an new Waller moln t. 2" lopped tee on new water main. 4- long X 2" brass nipple with tl+readeb ends (MIPT}. 2. 4- long x 2" Lr m nipple with threoded ends (MIPT). .3. 2" resilient sent gate wive with threaded en(3s, square operating nut, 3. 2' resilient Sept gotE wive with threaded en16, squgre operating nut, and and calve null extension it requlrad [see standard delall 330.1]. Volvo oat extension IF raqu'ved (con standard datoll 330.1) 4. Two piece cost iron -We box Standard B" tap sec Lign with r gular 4. Txo piece cast Iron votivt hoer. Standard B" top sectiah wi Lh mgular base bosp seGtlon, length to fit, "lug" type Cpvar, 2' braes bushing (MIPT x section, length to fit, "lug' type carer. FIPT), 5. 7' x 1-1/2' hex brass bUshing (MIPT x FIPT). 2 each 1-1/Z- brass or 5. 2 each 2' brass or bronze nipples 6" length, threaded ends: 2 eoch bronze nipples 6" length, threaded endaass s. 2 ech bror 2,-90' brass or brnnze erbows {FIPT x FIPTI. bronze elhae,e (FIPT x fIPT). 6: .2r (MIPT) x compression fitting. Ford C84-66 or eq-jol 6. 1-1/2" (MIPT) x ccmpr*Won Rtti g. Ford C84-&6 or squol. 7, 2" ..It copper tubing type K or hr❑ss nippier (MIPT x MIPT), length to 7, 1-1/2" soft copper tubing Lype K ar brass nippier (MIPT r MIpT , •cnq:n flt. to fit. a. 2" threaded brass 90' ell, & 1-1/2" threaded brows 90' ell, for Ford L44-77 or equal. 9. 2" Cust❑msettsr with by-paex For4: VOLE 88-128-11-77 {x 17-3/re' 9. 1-1/2" Custamsetter with by-pasa Ford: VBR 85-120-11-66 (x ). Mcll.ndd Bra-30B715WDFF775 or Mueller B-1427-2 with Tlmged 13-3/16"]. McDonald Brass: 3DB612WDFFi355 Or Maeliar a-142.7-1 1/2", ongla ball valve and pvdsack wings w inlet, and ongle check votive with hanged angle ball valve and padlock wings on Inlet, and angle check outlet, bell Valve on bypass with padlock wings Customsatter shall valve nutlet. ball vole on hyposs with podiock wings. Guatomaetter shall hove uertical inlet and autlet how rerfic.f Inlet and outlet. 10. R1gld miler spradder to be supplied and instdlad In metier sektel by 10. Rigid rnater spreader to be s pplred and Installed In meler setter by contractor COntrpctor- i1. Water meter sHall bo supplied and Inatolled by Gty al Renton upon 11. Water meter shall he eupplled and instol+ed by GFy aF Renton upon poyrent of oil related water meter fee and satisfoctwy pressure and payment al oli rElcied woler meter fee and Entsiactory preliwre and guilty Eteta. purity tests. 12. 17"x3p' Plastic meter pox equal to Mld-States Plostic S. Inc. BCF S•rles 12. 17"x3o" Plostic meter box equal to Mid -Stores PF"tiaa, Inc. BCF Series 1ASBCF 1730-18 with 2- thick Ductile Iron diomme! plate over 18%31" MSBCr 1750-18 with 2" thick Ductile Fran diamond plate cover 18-x31" equal to Mid -Stotts Plostics, Inc. MSCBC-1730-R wrth 2" dulled note equal to Mid-5totea plashes, Inc MSCSC-17:10-R with 2" drllied hole far far tow&-d plt lid, and meter rood Ind. toadiredd pis lid. la 2" coupling [compression x F:PT) with 2" plug (MIPT), Ford C-14-66 13: 1-1/2, coupling (comp,eesion x FIPT) with 1-1/2" plug (MIPT), Ford nr equal. The property owner Is reaponslble for any necassvry adaptation or C-14-56 or equal The property owner Is respmsible For any necessary txtenslon of voter service. odwlotion or extension of no -ter servide: NOTE: ALL METER BOXES IN5TALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO DLYMPIC FOUNDARY, EXPANSION JOINT5 MU5T BE I1,15TALLED 12" MINIMUM ON BOTH SIDES OF METER BQX. "■ PUBLIC WORKS 1 12" AND 2" WATER SERVICE LCLOCATEDSM. PLAN - 320.2 DLPARTML•''NT IN PLANTING STRIP 3 ARCII 2010 WAITER PLAN GENERAL MOTES Stamcard Plan No. X* 1: ALL WORK AND MATE Rh4L55HAU BE IN ACCORDANCE WITH THE LATE`aT EDFTION OF THE CrrVDF RENTON PLIBLICVkUllill STANDARD SPECIFICATIONS AND 5PECiAL PROy1510NS ANtD WSOOT / APWA STANDARD SPECIFIE4TRTliEtir LATEST EI1fni AS AMENDED BY THE CrI Y OF RENTON. A SET OF CITY APPROVE D P LAMS SHALL BE KEPT AT THE JOB SF E %VKENfVER 0)N MFUCFiON IS I N PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRrO R TO THE S ART OF COl167RLICI]ON. THE CONMIAMF1 ANtk OR OEVELCPER SHALL BE RESPONSIBLE FOR SECURING ALL NECTSSNiY PEWITS PRIOR ToCON57ilua10K 2, ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCIION UNLESS OTHERWLSE WTED. THE CONTRACTOR SVAU CALL I - RM-424,SSSS TO VERIFY UTILITY LOCATIONS DE FORE BEGINNING EXCAVATION. 3. ALL MATERIALS US€D FOR THE CONSTRUCTION Of WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNOAMAiER, AND "CATALOG CUTS" FOR ALL MAT ERIALS SHALL I?E APPROVED IN VllRITING 9Y THE CITY 01: RENTON PRJCA TO BRINGING ANY MATERIALS ONSSFTE, 4- ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLA55 5ZPEIRA1141WA C 1-5L AND 144- PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOJNT. CAST IRON OF DUCTILE IRON PIPE FITTP1 iS SKALL BE CLASS Z%A5 PER ANS4/AWWA CI lOfA21-10-82- ALL DUCTILE IRON P3PE AND FrMNGS SHALL BE WRAPPED WrrH &TMIL BLAM TLME-TWIE POLYETHYLENE PLASTIC PER AWWA C10S STANDAROS. 5- MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCiHES f4R PIPE D11411 T1:R OF 104NC'I OR LESS AND 48INCHES FOP PIK;DIAMETER. OF12-INCHAND LARGER. MAX IMUMCOVER FOR ALL WATER IAA K,9i►UBE150111 ANY DEVIAT ON5 MUST BE APPROVED BY THE CFTY OF RENTON PRIOR TO CONS rRUCTION, WHERE UTUTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NEGE55ARY TO CLEAR CONFLICTS AND TT] P%MDE COVER PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR 50E OF PWE U5ED, ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMl1M PRY PENSrTY A5 DETERMIII BY THE x1I41P11FIEU PRGCfMTE5T METHOD JMI]O} IN ROADWAYS, RCADWlAY SHOLAiDERS" ROADWAY PRISM ,AND DRIVEWAYS. AND a5 PERCENT MM IN UNPAVED AREAS. ALL PIPE ZONE COM PACTION SHALL BE 95 MDD, G. CONCRETC aWCKENG fEjR WATER MAW!; SHALL BE DESIr4KI), rNSTALLED AND POURED IN KAOI UI ACCORDA11i WrM CTTY 4F RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHAH BE INSTALLED AT ALL VERTICAL ANC HORMNTAL 11111NIZ FrMNG5 AND SASE OF HYDRANTS, MEGA -LUGS TOR SIMILAR PRODUCTI MAY BE REQUIRED ON AUMECHAWALJOrMSINAL7CFiJCF11TO CONCRETE BLOaING. 7. ALL NEW WATER MAIN PIPES AND PIT71NGS SHALL HAVE A FOAM PIPE PIGS RUN THROUGH THEM PWR TO BEING R 19111M 13GINI-ECIFD, AND TESTED. CLEANING, PRESSURE AnD PURJT'Y TESTI NG SHALL BE DONE IN THE PfkSlEi ICE OF AND LIF�.1aC THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR, THE CONTRACTOR SKALL SUPPLY, INSTALL AND REMOVE PLLXM CORPORATION STOPS, BLOW -OFF ASSEMBLIES. AND THRUST RESTRAINT I BLOCKING fOR TESTING AND RMIiYACCEPTA NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN ECSTTNG MARL LiKM THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PA55ED BOTH PRESSURE AND PURITYT€STING. 8, NEW WAIER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF L5011051 A9OvE. wOFixPiG PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120MIND rES WrrH A N V6yJMUM OF 5 PSi PaLSSUR€ DROP DURING THE EhMF E TM PERIOG. UPON SATISFACTORY COMPLETION OE THE PRESSURE TEST, THE UNE SFULLL rill OISMT-ECI'EO_ RUSHED, AND THEN WATER SAMPLES SHALL BE 7AKEN FOR PURrrY TESTING BY THE PUBLIC WORKS INSPECTOR 4. THE CONTRACTOR SilAit NOTIFY IME CFrV OF RENTON WATER UTILrTY AND MAINTENANCE DEPARTmOMAir LEAST 111Y40gXmG DAYS PRIORTO MAKING CONNEETION S TO THE EXISSTING WATER SYSTEM-IHE EONTRACTORSHALLEIPOSETHE WG WATEk MAIN ANC} FRYING$ ATTHE CONNECTION POINT SEFORE ORDERING THE NECESSARY ADAPTOR5AFE1 HT rMIGS RE01JI<1L40 FOR IHIE FINAL CONNECTION- THE CONTRACTOR SHALL FXCAVATF, Ai:MOVE ALL SURFACE MATnRW4, Won PROVIDE S"afti 16 AND ALL MAT04kALS REQUIRED FOR THE Cr1Y OF RENWIN TO PERFORM THE CONNECTION TO THE E 011111IG WATER SYSTE I, THE CONTRACTOR SNAIL PROVIDE A14D IN5TALL BACOOLL, CONCRETE 8LOC9INC, AND COMPLETE SUIlli ffEPORAIX)11. PUBLIC wOxxs M. FLM - 300A 1' 8 u BLIC 'A{EN'I' WATM PLM GENERAL NOTES MARCH 2010 6" SWING TYPE GRAVITY OPERATE CHECK VALVE, FL. EQUAL 1 MUELLER CO. A-2600-6 WI1 BALL DRIP VALVE AT BOTTC PROVIDE SUPPORT PEDESTAL FROM FDC 3 WATER SERVICE DETAIL C9.1 NOT TO SCALE Barghausen SURVEYED: RLH Consulting Engineers, Inc. DESIGNED: JC 18215 72nd Avenue South DRAWN: CMS Kent, WA 98032 AS -BUILT PLANS I MM 3/15/21 CRJ CHECKED: AEM 425.251.6222 barghausen.Com REVISION SATE APPR �-7RIV, CRJ CITY OF RENTON WATER PLAN NOTES PRECAST CONCRETE VAULT WITH 3 - 3'x 3' HINGED STEEL PLATE COVERS. DIMENSIONS 5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY VAULT OR EQUAL TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. THE BY-PASS ASSEMBLY SHALL BE \ INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 5/8"x3/4" SENSUS SRII (TR/PL) METER WITH ICE REGISTER. CITY PRIVATE i PIPING PIPING a TEE (MJ x FL) 3 _2" . GATE VALVE (FL x MS) I ONE EACH SIDE 4" ADAPTER, FL.x SCREWED 4"x4%6" BULL HEAD TEE, FL. 6" PIPE FL.x FL. 2'-0" LONG-. 18" FOR 10" ASSEMBLY \ 17 1 2" FOR 8" ASSEMBLY 18 1/2" FOR 6" ASSEMBLY 6" 90' �IU I:IIT MPIry V V V 12" ALL AROUND / 2'- 6" '- CONCRETE BLOCKING ALL DETECTOR DOUBLE CHECK VALVE loll, 8" OR 6" FIL P.E. ASSEMBLIES SHALL INCLUDE RESILIENT PIPE WITH COLLAR 18 SEATED SHUTOFF VALVES AND TEST PLAN FROM P.E. COCKS. AND APPROVED CROSS -CONNECTION CONTROL 10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- 3'-6" LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. 4% 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. - 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 6" PIPE, FL.x FL. SO" LONG r 6"& 8" ASSEMBLY. 6" SHORT n, I RADIUS 90' BEND FL. 1 loll ASSEMBLY 90' 8"X6" REDUCING BEND FL. TO BUILDING DEADMAN BLOCK REQUIRED. 10",8",6" FL x MJ ADAPTOR 10" ASSEMBLY 10"x10"x8"TEE FL. 8" ASSEMBLY 8"x8"x6" TEE, FL. 6" ASSEMBLY 6'x6%6" TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10% 8% OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. NOTE: DRILLED HOLE IN COVER. 3 36"TO 42' 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST 6" PIPE -- FL. SCREW m-� IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 x , 1/2" FOR 8" ASSEMBLY 18 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 6" ASSEMBLY 2'-6" 3' VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN, DRAIN TO DAYLIGHT OR }T STORM DRAIN SYSTEM WITH 6" 90' BEND FL. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE - 2'-11" BY-PASS DCVA MUST BE TESTED SATISFACTORILY N4 BY A DEPT, OF HEALTH CERTIFIED BACKFLOW GALVANIZED ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED STEEL LADDER TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. �� ° 6" 8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 ••� PUBLIC WORKS * ''�� + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE ��NZ�� INSTALLATION MARCH 2O10 rl rl rn, ,, r\ r- - A r'r-, n r1 A T LU SECTION AA NGLE CHECK VALVE AND VAULT NOT TO SCALE SCA" N/A ONE INCH l AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY kSTLE PRECAST UV 233-LA (OR DVED EQUAL). PROVIDE RISERS CESSARY TO OBTAIN ADEQUATE i FIR OM FDC j � l D SUMP A RF5 dEN� G pF W y� ti z s F0/STERN s/DNA L VERTICAL: NAVD 1988 • C I T Y O F HORIZONTAL: NAD 1983/183/1991 �MIN RENTON Planning/Building/Public Works Dept. DA ASSEMBLY DETAIL NOT TO SCALE 3- ° Z 4 6" t° 6" MI� MIN. 9,6" FDC SUPPLY LINE � TO BUILDING (N A 0® Know what's below. p Call before you dig. 1 Dial 811 R-406348 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD WATER UTILITY DETAILS 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 L.�I STORE NO.:04249 12/19/2019 FIELDBOOK: PAGE: C9.1 btft61: 16 Gt: 24