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HomeMy WebLinkAboutW-417816NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO INANE v C) LU I- Q W J O U) 00 IAN Ef­ Nt INNER. N I OD 's O° 4a I_ WIPER 4" �rr MANUFACTURER'S 3 RECOMMENUTON w 3 1- MIN OA p o r 1' i MIH I G 1- Al © MAIN OI �• F •.. H NOTES: 1. FIRE HYDMNTTO BE PMMDWFRITWOCOATSOFSAFETYYELLOW SEEM ACRYIILGLOSS OR DUMFLPNM. 2. MMPERNO FTOFACEROADWAYMMURECTEDBYRRFA. 3. AMINIMUM BE RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ME OUTSIDE OF THE HYDRANT MRTERRLLS COMPRESSION TYPE HYDRANT(SEE APPROVED IMTFRMLS USTI WITH 6• MI INLET WRH LUGS, 5H' MVO, O HYDRANT lY' PENTAGON OPEMTW Na,,TWO (2)2Y,'HSTHIM NOZZLES, AND 4.875' SST PUMPER NOZZLE FAUIPPEO WITN 5' STOR3 MINISTER AN01/8" SOUTH USE REEL CMUL WITH EXTENSION IF NECESSARY. OB TR MAIN LINE ME WITH 6' FLANGE SIDE ORDERED © VALVE 6"GATEVALVE(FLYN) O VALVE BOX VALVE BOX AND US PER STD PLAN 330.7 OE PIPE CUMSUDI,LENGTNTOM OF JOINT RESTRAINT MECHANIULIOINT RESTRAINT OR(2)3/Y'CORMN PEEL RE RODS FOR DISTRNCES FIVER ONE PIPE LENGTH OG GRAVEL 1WWASHEDMAof MINIMUM V ABOVE BOOT RANGE WITH B-MIL POLYETHYLENE SXEERNG AROUND MR AND N Des CAPE OH CONCRETE BLOCK MINIMUM I6OWPA" CONCRETE BLOCKS UNDER FIRE HYDRAMAND DATE VALVE OI BLOCKING CONCRETE BLOCKING PER PD PUN 330.1 4WW CONCRETE AREAS BLOCK ARGON D FIRE HYDRANT WITH EXPANSION IOIM AT BACK DF SIDEWALK, Ol SHUR REEL FINISH Is MATCH SICfW"ALL CONCRETE SHALL BE MINIMUM 3,000 P51 AND SHALL BE MECHANICALLY MIXED -JOB ME MIXING, WAND -MIXED CONCRETE, AND MOBILE CONCRETE AGREES ME NEED ALLOWED. O PAVEMEMMARUR BLUERFFIECTIVF PAVEMEMMARKER PERM PEW 310.3 STD. PUN .320.1 %Rl PUBLIC ME ° DEPARTMENT DEPARTME FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 5 TUTS - Dm,siBn EnvelocelD 3458611D.9191`4P2D.M59-7C192DSB1flP] MANHOLE FRAME AND COVER 6' SEE SEE PLAN 401 - 1@" MAX 24 ADJUSTMENT RINGS AND MopJ $'So rT SEED NOTE pTE 3 O FIGGI THE dt AMA%IMIIM'leiF. j BELOW E COVER IIIL.. CONE (ECCENTRIC) SHALL BE PNCLUOEO�E� STEP$ 5 MN .A. RUBBER WSKETED JOINTS SEE NOTE 5 L 12(TEED) T_ GENE RSOUIRED LAODEF-PGLYPROPELENE IF BE ATTACHED TO MANHOLE MAX PIPE SHELF AND EC CHANGE- SHALL BE 3000 PSI CONCRETE PREL T ASE BEECS10y OR cgSTW YILN el LOmPALr SUBLPA05 wLJJ �ry CRUSHEDROMD410N_,X1 NOT TO SCALE MA'EWAL SUITABLE i0 SUPPORT STRUCTURE kus RTESH LE ID BE IN PLACE F RFORE RCED PRE CASTHons ARE HNIN CONFORMANCE 'AADJUSTM NT Of Ts TO BE O wRADE S L BST CONCRETE IN 10rvF0RE TOO V RUNS 'ADJUSTMENT OF TIE CASHNOTO GRADE SHALL 9E PER srD PUN 106 THE usE DF sn Ms s PREGISTER Is s MANHOLES SHALL E INTERIOR SURFACES INCLUDING CHANNELING, c DR C (SEALED) uR w s E G s E DCOAT uU OR APPROVED D O COATING s BEw E 5 RUBBER CACHEP CONFORMANCE s c 9q 6 CHANNEL W H 0 E INSIDE DIAMETER C HE LARGESTE 8 IN UNIMPROVED AREAS, MNS TO MANHILE ANHOLES SHALL s EXTEND LL BE MADE HALL, 4 0 BOOTSEI DR - OF UAL d HAVE GRADE z DE CONCRETE RING 1PO RED AHOUND THE COVER N PAVED AREAS. CURED M SLOPE D H PAVING 9 MANHOLES OVER 20 DEEP SHALL BE n MINIMUM 0E 60M N DIAMETER sTDY vux-4W.1 PUBLIC WORKS STANDARD SANITARY MANHOLE 26/202 DEPARTMENT Martin PaSW C113 = COMB,w., '..48" 54" ME M11 6" MW. 5'M1N 29' IN 21" ID _69' 56" 8" MIN 55" MIN 29" MIN 14" 10 ' 60" MH 60" B" MIN 6" MIN 9T" MIN ]0" 1D SANITARY SEWER STANDARD MANHOL 113/a°°AND 22 % °BENDS vNEcuxvaxD Ax[HORROD L -:1 �A 45°BEND PIPE CDUIPAHO AXCXp1 ROD 7 HE T l °0•AN:IICR ROp gNAEEFR rvm6s: 1. CONCRETE BLIXNING SIx6 BASED ON 2W P51 HYDROSTATIC PRESSURE AND 3,WDPSI CONmETE 2. ALL CONCRETE3MLL BE MECHANICALLY MIXED. JOB SIIE MLUNG, HANDMIMFDCONCREEF, LAID MOBIIE(YINGETE MI%F0.5ARENM ALLOWED. 3. PIPE CIAMPSANp ANCHOR ROp55XP1LBE INSTALLED PERSTO PLAN 330A. 0. FITNNGSSMLL BE POLYWMPPm AFTER INSTALLATION OFRPECLAMPS AND ANCHOR ROM PRIOR TO POURING CONCRETE BIDWHG. 5. WATER MAIN SHALL NOT BE PRESWRQEO UMILALLTRFNCHING WRHIN100'OFVFRIIGLBFND I5 R4CNFlIIEOANDCOMPACIEOTO MINIMUM 3' COVER, 6. CONCRETE BLIXNING SHALL BE LEFT OPEN OR SHEETED MR MINIMUM 24 HOURS PD. PUN -33D.x • PNeuc woNKs CONCRETE BLOCKING °' DEPARTMENT FOR VERTICAL FITTINGS MINIMUM DIMENSIONS POP' BEND VOLUME ff) A p" L 1aY.' a zo• y" 1s' %• ss 2r �° 2A' 6' 11ii' 11 23' 2A' ]3 xs 2.9' s• EX r e" 11if' 16 25' 2A' 22 ye' 6] i6' Is' 223 S.p' 12^ ]li5' 3x 3.x' N' 2A' zzB• u 4.s• 3.D' 43' 233 fi.1' $5' H• a as• 4Te T.9• 10^ 11$' 91 4.5' lu^ 3.0' 22 Y( 223 6.1' ADS R• 60 B2' ]Ijj' 1xB 5.G' 1$' 3S' x4" 22 33X fi.B' N• 45' B2D 9.6' CONCRETE BLOCKING FOR VERTICAL BENDS 6 TUTS - 112: I CNIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESURMITTAL 3 CNIL CONSTRUCTION PERMIT RESURMITTAL Call 811 7 Fabefore twabusinessdays you dlg N0. REVISION NEW BY DATE APPR ATIF AT ONE INCH MERGE �c�LY AS NOTED Rs`"°"I'w'E. """'s°REGULAR DATUM WgBTEWATER U1R.m' BTMIOMO NOlEB 1 ALL WOMPNO MATENN SXNL BE IN CONFORMANCE WITH THE 31µpM06µDSPECIFIUTION OFFER CITY OF RENTON PUBLIC WORKS DEPARTMENT AND TIE lATE3TEDITIOX OF THE WSCOTPPNq STANDARDS AND SPECIFICATIONS, A9 APPROV ED AND MODIFIED BY THE CITY OF RENTON STANDARD P V W 3 8 SPECIFICATIONS A SET OF APPROVED P W IS 9XNL BE KEPT ON SITE AT All TIMES DU RING CUSiRUCTION 2 DATUM Fqy VEMICPL CONTROL MATTER NORTH µERIGNVEfliICAL DATUM 1988 HORIZONTAL COMRLI SMALL 9E NORTH M1E0.Cµ DATUM 1993,1991 UNL ESS OTXERW sE APPROVED BY THE CITY BENCXMµK3 AND Mp1UMEN5 SHALL BE REFERENCED ON TIE MP0.0VE0 PLANS 3 APRE CONSTRUCTION CONFERENCE AND A26NOVR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION rt SXNL BETXE CONTPACLd150.E5PDXs B L ryT0 sECUREPll NECEbSVtY PERK i3, INCLUDING STREET USE PERMITS PRIOR iOSTARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BYANEPNE9EHTA➢VE OF THE CITY. IT SHALL ARMS CONTpACTORSRE5PW6131LOYT0 NO➢FEE TIIE PUBLIC WORKS INSPECTOR 29 HOURS IN ADVANCE OF BACRFILLING ALL CONSTRUCTION 4 THE HOURS 0F W0RI(INTIE siREETRIGM-0FWAY SFWLBE PER CITY SPECIFICATIONS ON WEEKDAYS PROVED TPFl wEC CONOL ROM MUST BE OBTAINED PRIOR GT TO BEGINNING BE WORN WITHIN THE PUBLIC RIGXi-0E-WgV CONTRACTOR Is SOLELY RESPONSIBLE FEES THE MEµs. METHODS AND SEQUENCES BE CONSTRUCTION AND FOR THE BARELY OF woflKEfls AND OTHERS ON THE coxsTflucnoN LATE IN AcwROAxcE'MW Laca.. STATE AN O FEDE WL REDO IREMENTs. ALL LOCATIONS OF ELsiING JET LINKS SHOWN µEAPPROXIMATE µDITbXALL BE WECONTRACTOR 'S RESPONSIBILITY TO VERIFY THE TRUE µD CORRECT LOCATION 50 AS TO AVOID DIIMGE OR DRNfl&W CE TIE CONTRACTOR SHALL COMPLY WITH THE REOVI0.EMENB OF ROM 19122 AOIGiILKET yMLLBE OBTAINED AMINIMUM OF TWO BUSINESS DAYS P0.0R TO bTµ➢TUG µY EXCAVATION TIE LONTMCTpY 514LLL HAVE ALAPV OF THE DIG TICKETON SITE AT A1LT MEb BACKFILL sXLLL BE RACED EOVALLYCN BOTH SIDES 0F THE PIPE IN LAVERS W TI ALGOSE AVERAGE DEPTH OF 12LINCNES, MAgMVM pEPM 1B-INCHES, THOROUGHLY COMPACTING EACH LIVER TONS PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS HUSH EXTEND FO0. ONE PIPE DIAMETER ON UCLA sIDE OF THE PIPE ONTO FINE 61LE OFTXE TRENCH IMTERALb TC COMPLETE THE FILL OVER THE PPE bHAll BE EQUIVALENT TORANK RUN GRAVEL FOR TRENCH BAUF LL I9U1181. B SANITARY SEWER PIPE SHALL BE PoLYNNYL LHLOR DEIWCI gUEBERFUNLESS ON A UUSNETEDµIM OMEET , 3qY 33. C%NC9p30R OVLTLF 0.0X CLASS SO, UNLESS OTHERWISE APPROVED BY THE Clry 9 SANITARY µ5E �0.PPE4514LLL HOT BE LOCATED V�DERµV3TXUC1V11E HALL BUILDING �F�VN�TMOANiETC) BUILDING F W NDAi ON ETC) IT 9X01L BE DESIGNED B V A PROFESS ONAL ENGINEER LICENSED IN TIE fiTAIE OF WASH NGTOH IN ACCORDANCE WRX STµpORD DETAlL412 ID. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED 0.OApNAYS SHALL BE BACKFILLED WITH CRUSHED SVNFgCINGAGGREGATE IWSDOT SPECIFICATION PW BISIµDMECHIWILALLV COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 9 ALL PIPE µDAPPIIRTEWUVCEs 3NNL BE LAID CHAPROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF FINE CITY AND THE lAlEbi EDITION OF THE WSWTIAPWA STANDARDS AND SPECIFICATION AS AW0.0VFDµ0 MODIFIED By TIE CITY IN THE RENTON biµDµD PLANS 6 SPECIFICATIONS TIIb SHALL INCLUDE NECESSARY LEVELING OF TIE TRENCH BOIIOM OR THE TOP OF THE FOUNDATION KWRRIu TDqUNIFORM cMDE SO THAT WE ENTIRE uxcTX of THE PIPE WILL BE suvPaflrED UNIFORMLY pEXSE. UNYIELDING BASE PIPE R600WG SHUL BE IX ACCdiDAVCE vnW srWwaD PLOP 46 12 ALL DISTURBED µFRS SHALL BE SEEDED µD MULCHED OROWERWI3E STABILIZED TO THE SATISFACTION OF TIE CITY FOR THE PREVENTION OF ONSITE EflO510NBDTH DEEMING COXSTRUCTONµOAFTERME COMPLETION OF CONSTRVLTIDN INACCFMpANCE WITH TIE CURRENT SURFACE WATER DESIGN NANUAI I THE COXiIUCTOq sMKL PROVIDE TIE CITY OF RENTON WITH ARECORD DMYrING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN SLASHED USED SIGNED SYALICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SVRVEYOR PLB.Ic woRKs WASTEWATER UTILITY 5,7&PUN.413 DLEAR 1 •n ENr STANDARD NOTES Marlin PastuchaDa6/z m lcpff I6015th Avenue, Suite 1600 Seattle, WA98301 206.622.5822 vvww.kpTE.%:am ALL CITY OF ' RENTON Planning/Building/Public Works Dept. A" S-417816 W-417816 R-417892 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ef­ Ef­ DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 � JStawell 04/04/2022 '� WATER UTILITY � agafour 04/07/2022 ' SOLERA 2842 NE SUNSET BLEED °°®°"' RENTON, WA 98056 �C6.32 WATER AND SEWER DETAILS xFLT1 92 a3 0 N N 00 to O co 0 O 0 N Q J M M M O O 0 111