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Home My WebLink AboutCD-3925z z z z z z z QQ I 132ND AVE STA. 11+09.75, 9'RT. ` EX 12`x B" Dl. TEE (MJxFL), EX e" Dl. G471VALVE EAST (FLrW) EX 12" DL GATEVALVE SOUTH (MJ) NEW 12"x e" REDUCER REMOVE EX CONCRETE BLOCKING AND EX 721CAP PER STD 300.5(SHT 2 OF 3) W. CONC. BLOCKING INSTALL NEW 8 GATE VALVE (MJxMJ) W-2847 h_ I N I I I II I I II I I 1 i MAINTAIN 5.0' HORIZONTAL SEPARATION BETWEEN NEW TOP WATERLINE WATERLINE PND EXISTING EL = 379.20' CITY OF RENTON STORM LINE 132ND AV STA. 11+22, 9"RT. 1- 450 BEND (MJxFL) W/CONCRETE BLOCKING 132ND AV. STA ll+30, 2'RT. g 1- 450 BEND (MJxFL) W/CONCRETE BLOCKING TOP WATERLINEBLF8" D! EL = 368.22" T ( UNION AVENUE NE 132nd AVENUE SE) CITY OF RENTON ROW PAVEMENTIMPROVMENT Y CONTRACTOR TO CONTACT CITY OF SEATTLE WATER SPU) AND MAINTAIN A MINIMUM OF 10.0' HORIZONTAL SEPAP477ON BETWEFN NEW WATERLINE AND EXISBNG 36" WATERLINE W2 bioU NOTES. 1. THE PAVEMENT RESTORATION WITHIN THE CITY OF RENTON SHALL BE AS PER THE CITY OF RENTON STANDARD TRENCH AND PAVEMENT RESTORATION STANDARDS. 2. ANY PAVEMENT AND/OR ROW RESTORATION /N KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 3. ALL THRUST BLOCKS ARE TO BE INSTALLED IN FIELD AND PRESSURE TESTED BEFORE 77E /N 4. MAINTAIN MINIMUM J.0 FEET BURY 132ND AV. STA. 12+92, 2'RT 8"0 VERTICAL CROSS (MJxFL) W2-8" BLIND FLANGES, 1 W. 27AP & 2PLUG 1-80PLUG(M)) KING COUNTY ROW RESTORE GRAVEL DITCH A KING COUNTY RIGHT OF WAY PERMIT IS REQUIRED FOR THIS PORTION OF WORK EX 12 it 8" DI. TEEi (MJxFL), EX i"" Dl. GATE ALVE SO M (MJ) q NEW 12 i B" EDUCER _ BLIdOrq132NDAV. A 12+92 O; 2 RL , 1 JeA' a AND EX /2 CAP PER STD 300.5(SHT 2 OF 3) B"0 VER CROSS (MJxFL) , W. GONG. LOCKING INSTA NEW E GATE VAL (MJxM)) —. -- . 27AP & 2PLUG 9+00 STA 48"0 1- 45 BEND (MJxFL) 1 ILF 8 DI W/CDN ETE BLOCKING A 13+38 1- BEND (MJxFL) W/CO CRETE BLOCKING 8LF 1 —30' RIM ELV. 387.7 ti 11VV. ELV. 372.35 m 000n uerr TOP OF C TY OF SEATTLE 36" WATER LINE CGNIR0 --TBR-TO- VGVR MAINTAIN 12" SEPARATION CONT91CTOR TO PLACE SAND JN6E7WEEN PROPOSED 8" DI PIPE AND EX 36" SPU SEE DETAIL SHEET 1 OF 3 10+00 11+00 NO. STA. 4 12+00 REVISION 420 EXISTING 36" SPU WATER 30" MIN 410 CROSSING DETAIL 400 390 j 132nd AVE STA 72+91, 2"RT 380 INSTALL FIRE HYDRANT A MIN 10.0' NORM AF EXISTING DRIVE U U 5'x 6" Dl. TEE (MJxFL) 6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSMBY. IVf SEE FH. DETAIL W. CONC. BLOCK. U Y INSTALL 1 INCH I I WATERMETER PER STD# 320.1 111` INSTALL I" LINE UNDER EXISTING DTfCH QkER SEWER PUMP STATION EX 12 it 8" DI. TEEi (MJxFL), EX i"" Dl. GATE ALVE SO M (MJ) q NEW 12 i B" EDUCER _ BLIdOrq132NDAV. A 12+92 O; 2 RL , 1 JeA' a AND EX /2 CAP PER STD 300.5(SHT 2 OF 3) B"0 VER CROSS (MJxFL) , W. GONG. LOCKING INSTA NEW E GATE VAL (MJxM)) —. -- . 27AP & 2PLUG 9+00 STA 48"0 1- 45 BEND (MJxFL) 1 ILF 8 DI W/CDN ETE BLOCKING A 13+38 1- BEND (MJxFL) W/CO CRETE BLOCKING 8LF 1 —30' RIM ELV. 387.7 ti 11VV. ELV. 372.35 m 000n uerr TOP OF C TY OF SEATTLE 36" WATER LINE CGNIR0 --TBR-TO- VGVR MAINTAIN 12" SEPARATION CONT91CTOR TO PLACE SAND JN6E7WEEN PROPOSED 8" DI PIPE AND EX 36" SPU SEE DETAIL SHEET 1 OF 3 10+00 11+00 NO. STA. 4 12+00 REVISION 420 EXISTING 36" SPU WATER 30" MIN 410 CROSSING DETAIL 400 390 13+00 BY I DATE i APPR THAT PORTION OF THE NW 1/4 OF NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON. STATE OF WASHINGTON GRAPHIC SCALE II A 0 15 A BO lA t inert = 30 tt SURVEY NOTES: INSTRUMENT.' FOCUS 35 METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 DATE OF SURVEY: JUNE 2016 BASIS OF BEARING: WEST LINE OF THE NW 1/4 SEC 3-23-5 (N 01'5559" E) DEVELOPER: APPLICANT: RUSLAN KOVAL RUSLAN KOVAL PSH DEVELOPMENT, LLC PSH DEVELOPMENT, LLC 206-580-5885 206-580-5885 ENGINEER / LAND SURVEYOR MOUNIR 'TOM" TOUMA, PE & PLS DAN TOUMA, PLS TOUMA ENGINEERS & LAND SURVEYORS TOUMA ENGINEERS & LAND SURVEYORS 255 SW 41st STREET 255 SW 41st STREET RENTON, WA 98057 RENTON, WA 98057 PHONE (425)251-0665 PHONE (206)304-3567 CITY OF SEATTLE NOTES Contact SPU Crew Chief Kathi lllmon at 206-402-2187 a minimum 72 hours prior to any construction in proximity to SPL• water mains. The locations of the SPU waterline were asbuilted during the construction of logs plat in 2001 Contractor potholed the SPU line to confirm vertical elevation and ,horizontal 1 locations. see profile view for the notaton of the top of the 36" pipe. contractor to verify utility and top elev. of the deeper utility and adhere to SPU vertical separation requirements or refereto crossing detail on sheet 7 of 3 POSED DI PIPE City of Seattle SPU contact information Paj Hwang, P.E. Senior Civil Engineer / Cathodic Protection Program 1' MIN. Engineering & Technical Services Division Project Delivery & Engineering Branch l Seattle Public Utilities PO Box 34018 / Seattle, WA 98 124-40 18 Tel (206) 386-4198 / Email- Polf.Hwang®seattle.gov acn cRSSFTF SxxO I WA TER NOTES V Utility covers in the restoration area are to be flush with the final paved surface. This i may require adjustment of the covers following the paving, 2. Any parallel trench restoration in o lane requires grinding and overlay for the entire lone width. For residential streets, or other streets not marked with channelization, the street is to be considered two lanes, divided in the middle of the pavement. Any work in the pavement area requires grind and overlay from the edge of pavement to the centerline of the pavement for the portionn ofof street effected by the restoration. if the trench is down the middle of the street, then full street oveNoy will be required. For any street with lanes marked with channelization stripes and/or buttons (typically arterial streets), the /ones ore determined by the chonnelizotion. in the case of an outside lune, the lone extends from the marked lane edge outward to the fog line, or if there is no fog line, then to the curb or edge of pavement. Any work in this area would require grind and overlay for the entire area defined as a Ione, in some case exceeding the typical 10 to 12 footlone width. If the trench is in a marked parking area, between a fog line or marked lane edge and the curb line, then the area which requires grind and overlay is limited to this defined parking lane. W=392501 rause w'•iii liw, 1•=20' DT nT_.___. I DATUM MHT y1`q A-NNNNNNN APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS J 1R was? BY A*04 LA7F. 11/15116 x Au BY.' 047E' 9470 jj0` ' BY. DA 7E. F- IONAL ETf' BY 04TE' XLLJ CITY OF KOVAL WA EXTENTSION 9/`9/2016 I`__ RENTON PLAN AND PROFILE q 132nd AVE SE «. g/Public Works Dept. , I 773 j 4 1 3 > O Y j 380 U U 12NEW 34LF 8-0 DI. WA, 3' MIN. COVER IVf U Y 132nd AVE STA 12+91, 2'RT. r— 370 INSTALL FIRE HYRANT A A41NQkER10.0' NORM AF EXISTING DRIVE 1'8-x 6" DL TEE (MJxFL) 6" GATE VALVE (FLxW) FIRE HYDRANT ASSMBY. 360 SEE FH DETAIL W CONC. BLOCK. 0 13+00 BY I DATE i APPR THAT PORTION OF THE NW 1/4 OF NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON. STATE OF WASHINGTON GRAPHIC SCALE II A 0 15 A BO lA t inert = 30 tt SURVEY NOTES: INSTRUMENT.' FOCUS 35 METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 DATE OF SURVEY: JUNE 2016 BASIS OF BEARING: WEST LINE OF THE NW 1/4 SEC 3-23-5 (N 01'5559" E) DEVELOPER: APPLICANT: RUSLAN KOVAL RUSLAN KOVAL PSH DEVELOPMENT, LLC PSH DEVELOPMENT, LLC 206-580-5885 206-580-5885 ENGINEER / LAND SURVEYOR MOUNIR 'TOM" TOUMA, PE & PLS DAN TOUMA, PLS TOUMA ENGINEERS & LAND SURVEYORS TOUMA ENGINEERS & LAND SURVEYORS 255 SW 41st STREET 255 SW 41st STREET RENTON, WA 98057 RENTON, WA 98057 PHONE (425)251-0665 PHONE (206)304-3567 CITY OF SEATTLE NOTES Contact SPU Crew Chief Kathi lllmon at 206-402-2187 a minimum 72 hours prior to any construction in proximity to SPL• water mains. The locations of the SPU waterline were asbuilted during the construction of logs plat in 2001 Contractor potholed the SPU line to confirm vertical elevation and ,horizontal 1 locations. see profile view for the notaton of the top of the 36" pipe. contractor to verify utility and top elev. of the deeper utility and adhere to SPU vertical separation requirements or refereto crossing detail on sheet 7 of 3 POSED DI PIPE City of Seattle SPU contact information Paj Hwang, P.E. Senior Civil Engineer / Cathodic Protection Program 1' MIN. Engineering & Technical Services Division Project Delivery & Engineering Branch l Seattle Public Utilities PO Box 34018 / Seattle, WA 98 124-40 18 Tel (206) 386-4198 / Email- Polf.Hwang®seattle.gov acn cRSSFTF SxxO I WA TER NOTES V Utility covers in the restoration area are to be flush with the final paved surface. This i may require adjustment of the covers following the paving, 2. Any parallel trench restoration in o lane requires grinding and overlay for the entire lone width. For residential streets, or other streets not marked with channelization, the street is to be considered two lanes, divided in the middle of the pavement. Any work in the pavement area requires grind and overlay from the edge of pavement to the centerline of the pavement for the portionn ofof street effected by the restoration. if the trench is down the middle of the street, then full street oveNoy will be required. For any street with lanes marked with channelization stripes and/or buttons (typically arterial streets), the /ones ore determined by the chonnelizotion. in the case of an outside lune, the lone extends from the marked lane edge outward to the fog line, or if there is no fog line, then to the curb or edge of pavement. Any work in this area would require grind and overlay for the entire area defined as a Ione, in some case exceeding the typical 10 to 12 footlone width. If the trench is in a marked parking area, between a fog line or marked lane edge and the curb line, then the area which requires grind and overlay is limited to this defined parking lane. W=392501 rause w'•iii liw, 1•=20' DT nT_.___. I DATUM MHT y1`q A-NNNNNNN APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS J 1R was? BY A*04 LA7F. 11/15116 x Au BY.' 047E' 9470 jj0` ' BY. DA 7E. F- IONAL ETf' BY 04TE' XLLJ CITY OF KOVAL WA EXTENTSION 9/`9/2016 I`__ RENTON PLAN AND PROFILE q 132nd AVE SE «. g/Public Works Dept. , I 773 j 4 1 3 > O Y WATER PLW GFNFRPl N0i6 SdImIN Phn Nw 3W 1. ALL WORK AND MATER ULS SHALL BE IN ACCORDANCE WITH THE LATEST EOMM OF ME On OF RENTOR PUBUC WORKS SILANDARO SPECIFICATIONS AND SPECIAL "OPTIONS AND WSDOT / APWA STAMOMOSPEOFIUTICNS, PULSE EDITION AS WENDED BYTHE ONCE RENON. ASSTOFCRYAPPROVEDPVJSSHALLBEX ATTNEIMWEWMNEVFRCONSTRUCTtlN SINPROGRESS. A PIE -CONSTRUCTION CONFERENCE SHALL BE NERD" FOR TO THE START OFCONs1RLIC ,THE CONTOACfOR AND ON DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSMY PERMITS R TO CGl51AUCIgN. 2, ALL EXISTING UTIUTIFS SHALL REMAIN IN SERVICE DURING COLEGUMIG KEN INR EVES OTHERWISE NOTED. THE CONMX CTOR SHALL CALL 1AW4245555 TO VERIFY UTILITY LOOATUMS BEFORE BEG WEXCINATION. 3, ALL MATERIALS USED FOR INE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SMALL BE NEW AI87 UTOAMAGED, ANO CATALOG LVW DUKNA MAftRM SHALL BE APPROVED IN WAITING AT THE CRYW RENTOR ERROR TO KNWiM My MATERIALS OFMIIF. 4. ALL WATER MORE! INE MATERIALS SHALL BE CEMENT LINED WCTRE IRON PR THgWE55 CLASS 52 PERAW WA C 151 AMC LM. PIPE HHNR SHALL BE PUSH -ON OR MECHANICAL IqM. CAST MON OR DUCTILE1RIX! PRE FfT11MS SHFILL BE C1AS52W AS PFA AN51/AW WA CIWA21.:6K. All DUCTILE IRON PIPE AM FEELINGS SHAUN WIWPEO WTI11 B#RLBWO( NBE TYPE, POLYETHYLENE PLASTIC PER AW WACU 55TWAAC5. 5. MIMMUM COVER FROM TOP OF WATER MAINSTO FINISHED GRADE SHALL M 351NCMES FOR PIBE ONMFIHLOF lOIN]I OR IFSS MLDUACMESPo PIPEDIAMETEROF12JNCHANDURGER MAXDAUMCOGENFORµLWATERMANSSMN KWNOTES ANYDEVIATIONSMUSTSEAPPROVEDWTHECT' OFREWONPMORTOCONSTh VN.WHERELIMNCONFIlCr5000UR THEMOFKEOFTHEWATERMANSHALLBEMJUSTEOMNKFSSRIVTODIEMCgiUR MPIWIDEMNMUMC flE PIPE OEFUECRON SHALL NOI EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECNIGI FOR 512E OF PIPE USED. MATE BACKFNISMUMCOMPAUECT095PERCEMMAXIMWMVOENSRYASOEIEN. E MSYTHEWOSWPRCCTORTFSr M, METHOD MADE) IN ROAOWAYN ROADWAY SHOULDERS, ROADWAY PRISM AM DRNFWAYO AND 85 KRUW MOO N UNPAVED AREAS. ALLPPEZONECOMPACIIMSNALLBE%MW a CONCRETE BLOCKING FOR WATER MAINS SHALL RE DESCRIBE, INSTALLED AND POURED N PUCE IN ACCORDAMQ WRN Ott OF RENTON STANDARD DETAILS AM SPFCIFKAl10NS AND SHALL BE RdTAIIEO ATALL VERTICAL ANDHORQOMTMBENDS TETHERS ANDBASEOFNYDMNR. MEGA -DEALS JOB SIMILAR PROWLED MAY BE REQUIRED THAM ME . MN'l1l MATO MTO CONCRETE BLOIXIM. T. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR W BEING FLUSHED, DISINFECTED, AM TESTED. CIEANNG, PRESSURE AND PURITY TESTING SHALL BE DOHS IN ME PRESENCE OF AND UNDER TNN SUPERVISOM OF A OW Oi RENTOR Un1 INSPECTOR. THE COITMCTg1 SNYI STRAY, B6TY1 AM REMOWE RAGS, CORPCRAnON STOPS, BLOW-0FFASSEMBLES, AM MRIAT RESTMIM/ MOQNG fCR 1ES11NG ANOFVRm ACCEPTANCE. NO CIXLMC MSHAELBEMMEBETWEENTHENEWMNNORBEEWEEHTHENEW WUTMVALVETOAMFMS WMMXUNIT TME NEW PIPING HAS BEEN FOAM-0gGED, DMWFMD, FLUSHED, AND PASSED BOTH PRESSURE AND "Un TEinM. S. MEW WATER MAINS INCLUDING SERVICE UTERMS SHALL BE TESTED ATA STATIC PRESSURE OF 151 PM ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 P.SwITEST PRESSURE FOR 110 MINUTES WITH A MAI'JMUM OF 5 W PRESSURE DROP WRING ME Em ETEST PERIOD. UPON SATISFACTORY COMPUEDON OF THE PRESSURE TEST, THE LINE SHAD. BE MWEC ,FLUSHED, AND MEN WATER SAMPLES SHALL Y TAKEN AOR PURITY TFSTIM BY THE PUBLIC WORKS INSPECTOR, 9. ME CDR UC SMALL NOTIFY THE CITY OF RENTON WATER UTILITY AM MAINLEMWE DEPARTMENTS AT WAST lO WORKING DAYS PRIOR TO MAKING CONNECTIONS TO ME EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE ME EXISTING WATER MAIN AND FIRINGS AT ME CONNECTION ROOT BEFORE ORDERING ME NECESSARY ADAPTORS AM FITTINGS REQUIRED FOR MEFNMCONNERgN. THE COM MSHALL UUGVATE, REMOVE ALL SURFACE MATEIIALS,AM PMVIDE$HMNG AND ALL MATERIALS REQUIRED FOR THE OTY OF REN TO PERFORM THE CONNECTION TOME EXISTING WAWA SYSTEM ME CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, COMREM, NOCONG,ANO CLMRFN MORFACE RFSTOMTILN. M. PLAN - 800.0 M M PUBLIC WORKS YYA7ER PLMF OENER/IL NOTES 8__..___._- DEPARTMENT' MARCH 2oIC1 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 lamst edition of Me WSDOT/ APWA Standards and Specifications, as approved and modified by Me 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 Eight 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 shall be notified 24 hours in advance of any WORK in Co 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 M as to avoid damage or disturbance. For 1ltildy locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre Construction meeting. S. 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 AW WAC110 and C111 or latest revision, thickness Das 52. Cement mortar lining and seal coating shall conform Eo AVIWA C104 cur latest revision. Pipe yomis to be push -on or me131anical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AW WAC1051A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AW WAC11O/A21.10-87. Cement lining shall be in accordance with ANSI/AW WA 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/AW WA C110 - A21.10-87 or ANSgAW WAC153/A21.53-94. Three (3) inch W 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/ AWWA CIIO/A21.10.87 or a Combination of ANSIJAWWA C110/A21.10.87 and ANSIJAWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joints) maybe with ANSUAW WA C153/A21.53-94 and that portion of the fitting with flanged jolnt(s) shall be in accridance with AW WACllo/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWM'Asection 10-4.3 of ANSI/AW WAC110/ A21.10-87 shall be obtained by the Contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed-rtrounted, double disc with bronze wedging device and O-ring stuffing box (AW WA0500) or of resilient seated type (AW WAC509). WATER MAIN - -IF ADDITIONAL A9ASTMENI IS REQUIRED, INSTALL 2-2CLOSE NIPPLE AND 2-2- g0' BEND, ECREWEO 2' CLOY NIPPLE AI' THIS POINT FIELD LOCATE PLASTIC METER BOX IN PLANTER CR` CA 1' IRON BOX IN PAVED F- CR f,ONCREiE AREAS. 2- CLOSE NIPPLE 2' 90' ELBOW- -2 GALVAN2E0 F PE AS REWIRED CONCRETE BLOCKING PI AN TWO PIECE CAST IRON VALVE _ EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B- 10P SECTION, WITI REGULAR BASE YC ON LENGTH TO FIT. BEEN 2' RESILIENT SEATED Will GAZE VALVE. SCREAGE - 2- GALVANIZED PIPE 12' LONG 2' OUSE NIPPLE - AND2BETWEEN CAP OR PLUL AND z" GC ELBOW INS1A L 4 MIL POLYETHYLENE GRAVEL COVER OVER WASTE GRAVELNTHOLEFORPIPEVALVE NOT Ex PASON As BLOODED YE DNC: BRAG / PAGE 9090) GROUNDJ fi" MAX I l MAX UNE r CONCRETE SIDEWALK I 2 1/2" NSI' (HOSE) AND 2 1/2' FEST CAP NTH GASKET 2-+ 2",2- TEE AND 2" CAP 2' CLOSE NIPPLE BEWTEEN LEE AND g0' EI BOW. 2- 90" ELBOW 10 ON FT. WASHED GRAVEL PASSING 1- 1/2- AND RETAINED ON $/A MEAT FEW ORAJN h LLVATI N PUBLIC WORKS 2" BLOW -OFF M. PLAN -1 DEPAR' T'MENT PERMANENT ASSEMBLY 1 -_-- MARCH 2010 Utility Specifications 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 AW WAC-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 7-112 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 Coming 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 not. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 1 I. 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 alDdized. Threaded end portion shall have NOT lugs and two set screws 180 degrees apart. SI 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, mated, stainless steel, aircraft cable. 12. Fre hydrants shall be painted with two mats of paint. Preservative paint number 43- 655 safety yellow or approved equal. 13. Pumper connection Eo face roadway assembly. 14. Fre hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller Eo maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum Of 48 inches Ilelow finish grade. Where utillty Conflicts occur, waternams are to be lowered Eo 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 Ib/cu. R. density foam with all duroRleter urethane rubber coating on the rear of"P1G" only. 17. " PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. NO. I REVIS)ON 11', 21' PLASTIC METER BOX EQUAL r0 MO-SIMES RnSIIC, ME S EYRIES MSBCF 1124-I8 WIN 175' THICK `CIDE a" MITI NOR WO LER EUTAL o0 M -57AMS LASICS. NC VXUa-1324 a ALLRENTOR a ANO 2' TRADED NOT FOR TWCILBAD Of TOP REE Or FAIL A -A) -- slIN W MPRWD RICHT IT I P % STAu PE:TETR BOX AT PROPERTY UK TE LORD COPPER TAXPECC 51, YMx H) 9EWAIK H) r ISA GRADE 1 "^' zl i 3 TER TO EIDEE A 01A STFPLOO BY THE 1e" MIN ou£R ^ Ci r, TYPE " x' SEAT CawEATVNBIG ^' A" 22- y2 AVE DUCTILE FUNWAINNSEEXEC LIKE TO TOO E is 3/4 OR 1 1x ' 0ATINSTALLEDINS a GALVANIZED ns FALL mRD CL PLUG COMDR 5v9x CdMTNC -- LOOP 00'M, To PER AT OF Nn2A MAN TO PRO sn CWPER TERFORD iFRNCL JMEOTO METER VwP2-15W- I-JaC, (M MININAl0 3RP55. 21-215W00033, OR MIT' LEFT a/a E 2470-2 Mm W2E BALL VALVE ON INLET SAO W, 9NECNEp LVE ON WMT L. CORPCRAnM STOP MIX PALL VALVE. PULP I -{,WP R rRR FOR 1 yETDI ipt0 WHN2-15w-4a-na:., OF TAPERED THREM (CC) CN U) BRAS4 2L SWCO(IH, UELIFP: 1-B-2470-2 i3/ E RECORD OR AYCMCDONALD 471 90TNRINLEr AND ELECT NUT WICK KART. PX0.MM WNGS ON 1- 21Mp_'_a) OR AN KFUNA-0 47DIS MET ANPUr SABXSLVALAE L BE OIL SACLEICK fICRECK VALVE CN WTLEEALL : NTNOTE'. R Boxes wsrulsD N LxeEU OR FARM DRIVEWAYS HNL OR CASTMETER EQUAL TO C fpMT ARY EXPANSION JOINTS MUSH OF ESTALLED ON NOTE SIDES OF METER RoxP ANP- ACDUCh[RDEALTERNATE rnnCTREAD) MREV L _ ZµDI P - OW FROM f MEARIESTM, EDNEGADTRrSTrFICAI. ANI I NOTE UECENTERA TRUE HaE MEET BE AT LEAST 1- FROM UNKRN. API Res ONE55 THE PC SPACING ALLOWS USE ST To TIGHTEN AGAINST me SEEM aDE A MORE WAN HE RB B4" ANTD D1" WATER SERVICE S. PLAN - 920"1 4 W PUBLIC WORKS L_- -_--- DEPARTMENTNOVEMBER 2009 18. All watermains and services shall be pressure tested ED 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 Mur as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss m pressure shall not exceed 5 ps during the 2 hour test period. 19, All watermams and services shall be disinfected by the in)Eztion of a 50 ppm (minimum concentration) chlonne/waier 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 pe -construction Conference is required prior to any construction. A minimum of five 5) working days notice is required for scheduling. 21, Twenty-four (24) Mors notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility M secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not he done until all service agreements, meter applications, construction permits, and payment of fees have been made W 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 Cap contractors with pior approval from the Public Warks Department. AA necessary excavation and materials are Eo be supplied by the contractor and be onsite prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton, ft shall be the contracphs responsibility M notify Development Services twenty four (24) hours in advance of backfilling all constnBction. The contractor, as wall as Me engineers, shall keep as -built drawings. 26. Contactor to provide plugs and temporary blow -off assemblies for beshng and county acceptance prior to final tie-in. Li' LTJi 27. All pint 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 sbeets may be spade Cut All surface corEretg pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed Eo 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 subgmde inspection prior to placement of final patch. W 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. BAJA_.. _ CITY OF RENTON g/ Public Works Dept. BY, BY BY, BY. uueb. s" W= 392502 A." NNNNNNN APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS KOVAL WA EXTENTSION WATER DETAILS & NOTES 132nd AVE SE LATE: DA7F. LATE LATF. 9/ 9/2016 N7; 3 2 E3 TESTING DETAIL EXISTING WATER LINE EII IMG TEE. DEAD END LINE, CAP OR PLUG 00 NOT DISTURB BLOCKING NEW WATER LINE r: -It- VERTICAL CROSS (MJvfL) FOR POLYPIGGING 1 -BAND RANGE ON TOP WITH 2'TAP BE 2•PLUG 1. - BLIND RANGE ON BOTTOM 1--PLUG(MJ) W/2'TAP BE 2" BLOW -OFF TEMP. BLOCK FINAL CQNNECTION DETAIL NEW WATER IL r._I_ ..'N. AFTER ALL TESTING. CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND G.I. SPOOLS FINAL CONNECTION BY CITY FORCES 8i0. PLAN -900.6PUBWCNORMSCONNECTIONTOWATERMAIN DEPARTMENT EXISTING TEE OR ENO LINE CAP MARCH 2010 MAI 11-1/a' BEND 22-1/2' BEND as BEND Z - CTAP TEE. 90REND NOCK f AREA w SWAB. ( ) FRO RDN1.5DEFENSE9 COMPACT GAND A GRAVEL ALEX NESTLE WE UNIT ISUCK BE 05 A SPUR ALL REPLACE M. NEWNT BY MW51 F.MN GTE 00 PIPE r IAB A, THAN EARNED ELB BE MELA BENEFIT IDEA „A R NAME POT ENIFIRI N K z. ML MOwxc TURATEC n M GROUND a BTALL LESS AFTER CLASSES .Az FLATTED NOWL AL COMMEASTA SL res'Twc uL uaxmc CLUE A CdETCR a s O-vA'i ALBERT MYAWAREAGAINSTBEARNEuTHE AM1NNT I u'z Lv XMIDSREASONABLENITTONOTERAMBARINGSMALLr- RONALD. Y CONCRETE BLOCKING FOR BLD. PIAN - M.2 PUBWTCWORKSHORIZONTAL AND DOWNWARD -- -- -- IP7C DEPARTMENT VERTICAL BENDS MARCH LOIU APPR RRC FIEN3RANt SNML BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH OW MEDALL", U At X 9A MUELLER WENDY CENTURION 200, AMID WAREFFOUS PACER NET N MECHANICAL JONI INLETMT I. / N VALVE CEPTERING, TWO 2-1/D' VSE "NODDED NATIONAL STANDARD THREADS 1 RIMPER CONNECTION CITY OP SEATTLE UNEASY WM A S ORZ ADAPTOR. 875' SEATTLE THREAD X 5 SECRET. ATTACHED FELL 1/8- STARLETS, STEEL CA&L. 1-1/0' PENTAGON OPERATING NUT. FIRE NY9RANT TO BE PAINTED MEN TWO COATS OF PAIN. KELLY-MOORE/PRE SERVATVE PENT No. SPI DUN ACRYLIC CLOSE, SAFETY YELLOW di APPROVED EWAI_ PAMPER CORRECTION TO FACE THAIOF AS DIRECTED BY MERCER FIRE DEPARTMENT FIRE DEFENDANT IDI FNSOM TO BE USED IF RGWIRED. MIN. IB' 10 PO" BEHIND BACK 01 CURB OR 12 SETTLED BACK OF l3 - 9DEwNJ( THAT IS MODULE TO VRB411 . 5' 5TORZ TURA, 5INTERiHIH CONCRETEiHIIXCMGNEIE PA(IAAROUND INTERNET THEMEUST T> WU SIDEWALK EXPANSIONOpN T AT Z DAN CN DENAtl COxCRETE SiOC TWER-PIETCE CAST IRM VALVE BOX W UT WG ME COMP EWAL t0 d'RW C TOMMY CO STANDARD B TDP MERCER WEEK REGULAR BASE SECTION LENGTH t0 FIT I NGT EXTENSION AS RFOIRED RAISED PAVEYENC MARKER TYPE M -A SlIMSON17C. TWO-WAY BLUE RERCCTIK MCREIE XUYCNINC TNROST RECUR` `MRN LRE TEF. WTH B' FLANGE SEE OUTSET, fi GTE TWELVE (FL X MB AW EA C-51:9, RESLLKNT SER G' DUCTILE ROM RPE, CLASS 52 CEMENT LINED, EDGED TO PIT 2-]/C CORI EASES BE NWS. 16 F 9' a f MINIMUM -+ 1/2 URD 01 1-1/4 WPSREC' DRAM ROCK CONCRETE DEARNGABOVE BOOT FLANGE PLACE B MEBEDANUNDERHYDRANTPOLYETHYLENEFILMARGUINGTOPAMO SIDES DE GRAVEL FIRE HYDRANT ASSEMBLY r LcvEL ALL GROUND MINEL AA GROUND INN s RADIUS W B' aunln V _ } ME MAN ROLK li O /I E" CONCRETE PAC /- S CMCNETL PAD CI,T FILL HYDRANT LOCATION IN CUT OR FIDE A PUBLIC WORKS EIRE HYDRANT ASSEMBLY 879 _PIAN _910_1_ DEPARTMENT MARCH 2010 W=392503 A-NNNNNNN