HomeMy WebLinkAboutKC001Kent / Auburn Conveyance System ImprovementsContract C00420C09VOLUME 4 OF 4RECORD DRAWINGSJuly 2014Kent East Hill Diversion and Stuck River TrunkC:\pwworking\sea\dms77178\00G-00.dwg, 7/21/2014 10:05:49 AM, pwilhelm"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
1ANo.REVISION2BCDATEBYAPP'DD345ABCDRECOMMENDED:EAPPROVED:DRAWN:DESIGNED:FCONTRACT NO:SCALE:CHECKED:INCH SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHSHEET NO: OFGHDRAWING NO:FILE NO:DATE:2EF34GH5Path: C:\pwworking\sea\dms77178\ Filename: 00G-01 Plot date: Jul 24, 2014-02:22:24pm CAD User: MaAustin. Xref Filename: | K-A-D-ttl-kc | Dlp-WA |WASTEWATER TREATMENT DIVISIONDEPARTMENT OF NATURAL RESOURCES & PARKSKENT / AUBURN CONVEYANCE SYSTEM IMPROVEMENTSC00420C09KENT EAST HILL DIVERSION AND STUCK RIVER TRUNKRECORD DRAWINGJuly 2014G001DRAWING INDEXAND DESIGN DATAJULY 2014ADDENDUM 1DPSH10/17/12NONEC. MURILLO-OAKSB. NEWELLK. GOSS242 R. BROWNES. HILDRETHSHEET #GENERAL12345CIVIL - STUCK RIVER TRUNK67891011121314151617181920212223242526CIVIL - KENT EAST HILL DIVERSION2728293031323334353637383940GENERAL DETAILS4142TITLECOVER SHEETDRAWING INDEX AND DESIGN DATAVICINITY, LOCATION AND KEY MAPSLEGEND AND SYMBOLSABBREVIATIONSTEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 10+00 TO STA 19+20TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 19+20 TO STA 28+40TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 28+40 TO STA 37+60TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 37+60 TO STA 46+80TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 46+80 TO STA 49+56PLAN & PROFILE - STA 10+00 TO STA 14+60PLAN & PROFILE - STA 14+60 TO STA 19+20PLAN & PROFILE - STA 19+20 TO STA 23+80PLAN & PROFILE - STA 23+80 TO STA 28+40PLAN & PROFILE - STA 28+40 TO STA 33+00PLAN & PROFILE - STA 33+00 TO STA 37+60PLAN & PROFILE - STA 37+60 TO STA 42+20PLAN & PROFILE - STA 42+20 TO STA 46+80PLAN & PROFILE - STA 46+80 TO STA 49+56CHANNELIZATION PLAN STA 10+00 TO STA 19+20CHANNELIZATION PLAN STA 19+20 TO STA 28+40CHANNELIZATION PLAN STA 28+40 TO STA 37+60CHANNELIZATION PLAN STA 37+60 TO STA 46+80CHANNELIZATION PLAN STA 46+80 TO STA 49+56CIVIL DETAILS 1CIVIL DETAILS 2TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 100+00 TO STA 108+40TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 108+40 TO STA 115+80TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - STA 115+80 TO STA 118+35.19PLAN & PROFILE - STA 100+00 TO STA 104+20PLAN & PROFILE - STA 104+20 TO STA 108+40PLAN & PROFILE - STA 108+40 TO STA 113+10PLAN & PROFILE - STA 113+10 TO STA 115+80PLAN & PROFILE - STA 115+80 TO STA 118+31.77CIVIL DETAILS 1CIVIL DETAILS 2LANDSCAPING PLAN - STA 100+00 TO STA 108+40LANDSCAPING PLAN - STA 108+40 TO STA 115+80LANDSCAPING PLAN - STA 115+80 TO STA 118+35.19LANDSCAPE DETAILSSTANDARD PAVEMENT RESTORATION AND TRENCH DETAILSGEOTECHNICAL INSTRUMENTATION DETAILSDWG #G000G001G002G003G004C100C101C102C103C104C210C211C212C213C214C215C216C217C218C219C220C221C222C223C250C251C300C301C302C410C411C412C413C414C450C451L500L501L502L503C900C901DRAWING INDEXSURVEY CONTROL POINTSALIGNMENTPOINT NO.NORTHINGEASTINGELEV(METRO)DESCRIPTIONFOUND ONDWG NO.STUCK RIVER TRUNKSC1110236.7671294099.710-MONUMENTC211SC2110233.0151294630.509-MONUMENTC212SC3110232.0481294815.325197.86MONUMENTC213SC4110228.5011295407.164203.354PK NAIL ANDWASHERC214SC5110225.0371295956.988202.54MONUMENTC215SC6110224.1371296105.352-MONUMENTC215SC7110222.4561296368.148-MONUMENTC216SC8110220.8251296631.049-MONUMENTC217SC13110216.6551297292.043209.802MONUMENTC218KENT EAST HILLDIVERSIONSC9136240.3891304376.789517.307MONUMENTC410SC10136210.6401304160.370-MONUMENTC410SC11136778.6211303697.888518.269PK NAILC412SC12136973.2481303391.123518.128PK NAILC414KENT EAST HILL DIVERSION: SETTLEMENTMONITORING POINTSPOINT NO.APPXNORTHINGAPPXEASTINGREFERENCENOTEFOUND ONDWG NO.SS1--1C410SS2--1C410SS3--1C410SS4--1C410SS5--1C410SS6--1C411SS7--1C411SS8--1C411SS9--1C411SS10--1C411SS11--1C411SS12/ SS14/SS15--3C412SS13--1C411UT1 2C410UT2 2C410UT3 2C410SU1 4C411SU24C411SU34C412SU44C412SU5 4C413SU6 4C413DATUMHORIZONTAL DATUM = NAD83/91, VERTICAL = METROVERTICAL DATUM CONVERSION: CONVERSION BETWEENMETRO DATUM TO NAVD88 DATUM IS -96.568 FT.STUCK RIVER TRUNK: SETTLEMENT MONITORINGPOINTSPOINT NO.APPXNORTHINGAPPXEASTINGREFERENCENOTEFOUND ONDWG NO.SU7 1C210SU8 2C210SU9 3C210SU10 4C210SU11 5C210SU12 6C210SU13 4C210SU14 5C210SU15 6C210SU16 1C210SU17 2C210SU18 3C210SU19 7C210SU20 7C210SU21 7C210SU22 7C210SU23 7C210SU24 7C210SU25 7C210SU26 7C210SU27 7C210SU28 7C210SU29 7C210SU30--7C210SU31--7C210SU32--8-SU33--8-SU34--8-SU35--8-SU36--8-SU37--8-REFERENCE NOTES:1.LOCATE ON HOME FOUNDATION AS AGREED BY PROJECTREPRESENTATIVE.2.VERIFY LOCATION AND DEPTH OF WATER LINE. LOCATE ON EXWATER LINE.3.THREE SETTLEMENT MONITORING POINTS. LOCATE ON SCHOOLBUILDING FOUNDATION AS AGREED BY PROJECT REPRESENTATIVE.4.VERIFY LOCATION AND DEPTH OF WATER LINE. LOCATE ABOVE EXWATER LINE.REFERENCE NOTES:1.INSTALL 10 FT NORTH OF NEW PIPELINE CENTERLINE.2.INSTALL AT CENTER OF NEW PIPELINE CENTERLINE.3.INSTALL 10 FT SOUTH OF NEW PIPELINE CENTERLINE.4.INSTALL AT CENTER OF MAINLINE TRACK 10 FT NORTH OF NEWPIPELINE CENTERLINE.5.INSTALL AT CENTER OF MAINLINE TRACK ALONG CENTERLINE OFNEW PIPELINE.6.INSTALL AT CENTER OF MAINLINE TRACK 10 FT SOUTH OF NEWPIPELINE CENTERLINE.7.INSTALL AT CENTER OF SIDING TRACK ALONG CENTERLINE OF NEWPIPELINE.8.INSTALL AT LOCATION TO BE DETERMINED BY THE PROJECT5(35(6(17$7,9(6(77/(0(17021,725,1*32,17&28/'%(1($5SURFACE, STRUCTURE, OR UTILITY SETTLEMENT POINT AT EITHER THEKENT EAST HILL DIVERSION OR STUCK RIVER TRUNK PROJECT SITES.STUCK RIVER TRUNK: UTILITY POTHOLEINFORMATION (DATES OF POTHOLES:MARCH-MAY 2009)POTHOLENO.PIPEMATERIALSURFACEELEV ATTIME OFPOTHOLE(METRO)CROWNELEV OFUTILITY(METRO)ASPHALTTHICKNESSFOUND ONDWG NO.1PVC191.8185.9-C2102PVC192.1185.9-C2103PVC193.3190.214"C2114STW194.0190.312"C2115DI193.6188.19"C2116PVC193.3191.311"C2117STEEL196.8190.911"C2128PE197.6194.66"C2139C21510STW202.5199.83"C21511STEEL202.1198.93"C21612STW203.2200.45"C21413PVC203.3201.34"C21414STW203.8201.64"C21415STW203.4200.74"C215BORINGLOCATIONSBORINGFOUND ONDWG NO.ZZA-B31-09C210ZZA-B19-08C210ZZA-B20-08C210ZZA-HA2-09C211ZZA-HA1-09C211ZZA-HA3-09C211ZZA-B5-07C211ZZA-B27-09C212ZZA-B28-09C213ZZA-B2-07C215ZZA-B29-09C216ZZA-B3-07C217ZZA-B30-09C218ZZA-B25-09C410ZZA-B24-09C410ZZA-B28-08C411ZZA-B26-09C411ZZA-B22-08C412ZZA-B4-07C413ZZA-B21-08C414UTILITY COULD NOT BE LOCATEDDESIGN DATASTUCK RIVER TRUNKAPPROXIMATE LENGTH3956 FEETMINIMUM INSIDE DIAMETER27 INCHESYEAR 2050 20-YEAR PEAK (PEAK FLOW)10.54 MGDYEAR 2032 20-YEAR PEAK8.94 MGDYEAR 2010 PEAK DRY WEATHER DIURNAL (LOW FLOW)1.72 MGDCAPACITY AT 100% FULL/85% FULL11.3 MGD/11.8 MGDKENT EAST HILL DIVERSIONAPPROXIMATE LENGTH1832 FEETMINIMUM INSIDE DIAMETER20 INCHESYEAR 2050 20-YEAR PEAK (PEAK FLOW)2.78 MGDYEAR 2032 20-YEAR PEAK2.52 MGDYEAR 2010 PEAK DRY WEATHER DIURNAL (LOW FLOW)0.47 MGDCAPACITY AT 100% FULL/85% FULL3.5 MGD/3.6 MGD"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
PROJECTLOCATIONSITEVICINITY MAP116th AVE SEDWGC412DWG C410EMERGENCY KENT /CASCADE RELIEFINTERCEPTORDWGC413SE 264th STKENT PHOENIXACADEMY(FORMERLYSEQUOIA MIDDLESCHOOL)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS20" SS20" SSSSSS24" SSDWG C411DWG C414SE KENT KANGLEY RD114th AVE SE
111th AVE SE
EXISTING 27" SSSS SS
BLD. #11224PARCEL #
8830400015
PARCEL #6306000070PARCEL #6306000050ZONING MR-DZONING OZONING MR-GZONING SR-8ZONING SR-6WOODLANDWAY SEGREENRIVERRDCENTRAL AVE SSE 277th STSE 267th STSR 167SR 18116th AVE SE
124th AVE SE15th ST NW"M" ST NE"C" ST SW17th ST SEKENT KANGLEY RDHARVEY RD12th ST SEAUBURN WAY S"A" ST SE
"M" ST SE AUBURN WAY SSS SS SS SS SS SS SS SS SS SS SS SS SS SS"C" ST SW
17th ST SE27" SS"A" ST SE
"B" ST SE
"C" ST SE
"F" ST SE
"F" CT. ST SE DWG C210DWG C211DWG C212DWG C213DWG C214DWG C215DWG C216SS SS SS SS SS SS SS
"G" ST SE
"G" ST SE
"H" ST SE
"H" ST SE
"J" ST SE
"K" ST SE
AUBURN WAY SDWG C216DWG C217DWG C2181ANo.REVISION2BCDATEBYAPP'DD345ABCDRECOMMENDED:EAPPROVED:DRAWN:DESIGNED:FCONTRACT NO:SCALE:CHECKED:INCH SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHSHEET NO: OFGHDRAWING NO:FILE NO:DATE:2EF34GH5Path: C:\pwworking\sea\dms77178\ Filename: 00G-02 Plot date: Jul 24, 2014-11:36:43am CAD User: MaAustin. Xref Filename: | K-A-D-ttl-kc | Dlp-WA | KCI-UT01-20 |WASTEWATER TREATMENT DIVISIONDEPARTMENT OF NATURAL RESOURCES & PARKSKENT / AUBURN CONVEYANCE SYSTEM IMPROVEMENTSC00420C09KENT EAST HILL DIVERSION AND STUCK RIVER TRUNKRECORD DRAWINGJuly 2014G002VICINITY, LOCATION AND KEY MAPSJULY 2014NONEC. MURILLO-OAKSB. NEWELLK. GOSS342 R. BROWNES. HILDRETHLOCATION MAPKENT EAST HILL DIVERSION: KEY MAP0APPROX SCALE IN FEET2000200040000APPROX SCALE IN FEET100100200STUCK RIVER TRUNK: KEY MAP0APPROX SCALE IN FEET250250500SECTION 29 TOWNSHIP 22N RANGE 5E"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
W.S.AMATERIAL SYMBOLSLINETYPE SYMBOLSNORTH ARROWUTILITY LINETYPE SYMBOLSELEVATION CALLOUTCIVIL LINE DESIGNATIONSCOMWCBCBGMB-1 LETTER, SECTIONS ARE IDENTIFIED BY A NUMBER. MANNER TO SECTIONS. DETAILS ARE IDENTIFIED BY A(3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR(2) ON DRAWING C150 THIS SECTION IS IDENTIFIEDTYPICAL SECTION AND(1) THE SECTION IS CUT ON DRAWING C100DETAIL REFERENCING SYSTEM(ELEVATION/DWG NO.)UPTO BE REMOVEDEXISTING ROCK WALLEXISTING STRUCTURETO BE REMOVEDTO BE REMOVEDEXISTING GRAVEL/VEGETATION/LANDSCAPINGTO BE REMOVEDEXISTING CONCRETEOR ASPHALT GRASS-LINEDCHANNELROCK DRAINAGEDITCHKEY NOTE0FEET202040DRAWING ON WHICH SECTION,APPEARS. "--" INDICATES THEDRAWING IS ON THE SAME SHEET4FEET0224EXISTING CATCH BASINNEW CATCH BASINEXISTING MANHOLENEW MANHOLECLEANOUTABANDON & PLUG PIPETHRUST BLOCKEXISTING FIRE HYDRANTNEW FIRE HYDRANTEXISTING WATER METEREXISTING VALVENEW VALVEPRESSURE RELIEFVALVEBOLLARDEXISTING GAS METEREXISTING GAS VALVESIGNS AND/OR POSTSDECIDUOUS TREEEVERGREEN TREEBRUSH OR TREE LINECULVERTSOIL BORING &DESIGNATIONMONITORING WELLMONUMENTHORIZONTAL AND VERTICALCONTROL POINTWORK POINTSPOT ELEVATIONWETLAND FLAG AND IDSLOPEINTERSTATE ROUTEU.S. ROUTESTATE ROUTEFINISH GRADE ELEVATIONTOP OF CURB (ORWALL) ELEVATION BOTTOM OF CURB(OR WALL) ELEVATIONWATER SURFACEWATER SURFACE LEVELTRAFFIC LIGHTTRAFFIC SPAN WIREEXISTING UTILITY POLEEXISTING UTILITY POLEWITH ANCHORNEW UTILITY POLENEW UTILITY POLEWITH ANCHORLUMINAIREPOLE LIGHTARM LIGHTARM LIGHT (TWO)POWER BOXHANDHOLETRANSMISSION TOWERPOWER OR UTILTYVAULTPOWER TRANSFORMERELECTRICAL MANHOLEELECTRICAL BOXSECTION CORNERQUARTER SECTIONCORNERHANDICAP PARKINGTRAFFIC DIRECTIONARROWTRAFFIC TURN ARROWCENTERLINEPROPERTY LINEHUBDEMOLITION SYMBOLSCAST-IN-PLACE CONCRETEPRECAST CONCRETE IN SECTION MORTAR, GROUT, SAND OR PLASTER QUARRY SPALLS OR RIPRAP NATURAL GROUNDOR GRADE (EARTH) BACKFILL STEEL OR STAINLESS CONCRETE MASONRY BATT OR FILL INSULATION RIGID INSULATION OR WOOD WETLANDS BUFFER ENHANCEMENT AREANEW ASPHALT PAVEMENTNEW CEMENT CONCPAVEMENT OR SIDEWALKGRATING OR AC PAVEMENTIN SECTIONCHECKERED PLATEGRATING (SPAN IS INDIRECTION OF MORECLOSELY SPACED BARS)GRATING (TWO WAY SPAN)BLOCK RETAINING WALLEROSION CONTROLSEEDINGCONSTRUCTION STAGINGWETLAND RESTORATIONENGINEERINGGRAPHIC SCALE(FOR 20 SCALE)ARCHITECTURALGRAPHIC SCALE(FOR 38" SCALE)DESIGNATIONDESCRIPTIONCSSWFMCASINGSANITARY SEWERPOTABLE WATERFORCE MAINNEW PIPING IDENTIFICATIONNEAR SURFACE SETTLEMENT POINTUTILITY SETTLEMENT POINT(FIXED END EXTENSOMETER)MULTIPOINT ROD EXTENSOMETER SYSTEMSTRUCTURE/SURFACE SETTLEMENT POINTMARKER INSTALLATION SUBSURFACE SETTLEMENT(BORROS ANCHOR TYPE)OBSERVATION WELLCIVIL SYMBOLSSETTLEMENT AND GROUNDWATER MONITORING SYMBOLSXXX.XXXXXXXXXXXA-12UPUPUPHHEEWP-3CONCRETE SIDEWALKREMOVAL LIMITSSECTION NUMBERSECTION NUMBERDRAWING(S) ON WHICHSECTION WAS TAKEN."--" INDICATES THE DRAWING ISTAKEN FROM THE SAME SHEET18" SSSIZESERVICESDSDSSSSWWIRRIRRGGPPOPOPTTTSTS18" DIA PIPE OR GREATERSTORM DRAINSANITARY SEWERWATERIRRIGATIONNATURAL GASBURIED POWEROVERHEAD POWER/COMMUNICATIONSBURIED TELEPHONEOVERHEAD TELEPHONEFIBER OPTIC CABLECOMMUNICATIONSTRAFFIC SIGNALCONDUITEXISTING UTILITIESPROPOSED UTILITIESEXISTING UTILITY QUALITY LEVEL (ASCE 38-02)(A)(B)(C)(D)NO DESIGNATORUTILITY QUALITY DUTILITY QUALITY AUTILITY QUALITY BUTILITY QUALITY CUTILITY QUALITY DEXAMPLE:G(B)G(B)NATURAL GASUTILITY QUALITY BFOFOCOMCOM3/C150GENERAL NOTES:1. UTILITIES ARE BURIEDUNLESS OTHERWISEINDICATED.2. SCREENING ORSHADING IS USED TOINDICATE EXISTINGCOMPONENTS OR TODE-EMPHASIZEPROPOSEDIMPROVEMENTS TOHIGHLIGHT SELECTEDWORK. REFER TOCONTEXT OF EACHSHEET FOR USAGE OFSCREENING.UGTUGT18" SSREMOVE PIPETREE PROTECTIONDEMOLITION NOTE//////////ABANDON PIPEDATUMFLAG INDICATES DIRECTIONOF SECTION CUTSTANDARD DETAIL ABBREVIATIONSA-X-XXK-X-XXW-X-XXKC-SD-XDETAILS LOCATED IN SPECIFICATIONS.CITY OF AUBURNCITY OF KENTWSDOTKING COUNTY (METRO)XX" SS57+00125/ / // / // / // / /| || |TCEPEXXEXISTING CONTOURPROPOSED CONTOURSEXISTING EASEMENTTEMPORARY CONSTRUCTION EASEMENTPERMANENT EASEMENTSUBSURFACE PERMANENT EASEMENTPROPERTY LINE / RIGHT OF WAYEXISTING GRADEFENCECONSTRUCTION FENCESILT CONTROL FENCE, FILTER FABRIC FENCEGUARDRAILHANDRAILSCREENING WALLSAWCUTEDGE OF GRAVEL ROADCURB AND GUTTEREDGE OF ASPHALT OR CONCRETECLEARING LIMITS / LIMITS OF CONSTRUCTIONWETLAND BOUNDARYEXISTING ORDINARY HIGH WATER MARKSDOWN SLOPE ARROW AND VALUEALIGNMENT STATIONINGRAILROADPAINT STRIPINGSSPE5522405CLPLPTOHOLCHMHGWSWGMGPGCSPSMSCCLMLSILTPEATUNIFIED SOIL CLASSIFICATION SYSTEMSOIL CLASSIFICATIONWELL-GRADEDGRAVEL (INCLUDESGW-GM & GW-GC)POORLY-GRADEDGRAVEL (INCLUDESGP-GM & GP-GC)SILTY GRAVELCLAYEY GRAVELWELL-GRADEDSAND (INCLUDEDSW-SM & SW-SC)POORLY-GRADEDSAND (INCLUDESSP-SM & SP-SC)SILTY SAND(INCLUDES CL-ML)CLAYEY SANDLEAN CLAYORGANIC SILT ORCLAY (LIQUID LIMITLESS THAN 50)ELASTIC SILTFAT CLAYORGANIC SILT ORCLAY (LIQUID LIMIT50 OR GREATER)INTERPRETIVE CLASSIFICATION SYSTEMFILLGLACIAL TILLNOTE: THE BORING LOGS PRESENTEDWITHIN THESE PLANS ARE HIGHLYSIMPLIFIED. REFER TO THE PROJECTGEOTECHNICAL DATA REPORTS FOR AMORE DETAILED DESCRIPTION OF THESUBSURFACE CONDITIONS AT THEEXPLORATION LOCATIONS.CATCH BASIN PROTECTIONPIPE BEDDING ANDFOUNDATIONHORIZONTAL DATUM = NAD83/91, VERTICAL = METROVERTICAL DATUM CONVERSION: CONVERSION BETWEEN METRODATUM TO NAVD88 DATUM IS -96.568 FT.1ANo.REVISION2BCDATEBYAPP'DD345ABCDRECOMMENDED:EAPPROVED:DRAWN:DESIGNED:FCONTRACT NO:SCALE:CHECKED:INCH SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHSHEET NO: OFGHDRAWING NO:FILE NO:DATE:2EF34GH5Path: C:\pwworking\sea\dms77178\ Filename: 00G-03 Plot date: Jul 24, 2014-02:24:55pm CAD User: MaAustin. Xref Filename: | K-A-D-ttl-kc | Dlp-WA |WASTEWATER TREATMENT DIVISIONDEPARTMENT OF NATURAL RESOURCES & PARKSKENT / AUBURN CONVEYANCE SYSTEM IMPROVEMENTSC00420C09KENT EAST HILL DIVERSION AND STUCK RIVER TRUNKRECORD DRAWINGJuly 2014G003LEGENDAND SYMBOLSJULY 2014NONEC. MURILLO-OAKSB. NEWELLK. GOSS442 R. BROWNES. HILDRETH"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
AABACA/CACCACOUACPADDADJADPTAFAHUALALTALUMAMBAMDANCAPPXARARCHASASCEASSYASTMATMAUTOAUXAVAVEAWGBBEBCBCOPBCRBDBFBGSBHPBKRBLEBLDGBLKBMBMPBOBODBOPBRDGBRGBRKBRZBSNBTMBTUBULKHDSBUVBVCABCAFCAPCBCCC/CCCPCCSPCDCDRCDUCEDCEMCERCFCFHCFMCFRCFSCHCHRCICIPCJCKCKPLCKTCLCLAMPEREANCHOR BOLTASPHALTIC CONCRETEAIR CONDITIONINGAREA CONTROL CENTERACOUSTICASBESTOS CEMENT PIPEADDITION(AL)ADJUSTABLEADAPTERAIR FILTERAIR HANDLING UNITALUMINUMALTERNATEALUM, ALUMINUMAMBIENTAIR MONITORING DEVICEANCHORAPPROXIMATE(LY)AIR RETURNARCHITECTURALAIR SUPPLYAMERICAN SOCIETY OF CIVILENGINEERSASSEMBLYAMERICAN SOCIETY FOR TESTINGAND MATERIALSATMOSPHEREAUTOMATICAUXILIARYANGLE VALVEAVENUEAMERICAN WIRE GAUGEBEVEL BOTH ENDSBEGINNING OF CURVEBARE COPPERBEGINNING OF CURVE CENTERBOARDBLIND FLANGEBELOW GROUND SURFACEBRAKE HORSEPOWERBREAKERBEVEL LARGE ENDBUILDINGBLOCK, BLACKBEAM, BENCHMARKBEST MANAGEMENT PRACTICEBLOW OFFBIOCHEMICAL OXYGEN DEMANDBOTTOM OF PIPE, BACK OF PIPEBRIDGINGBEARINGBREAKBRONZEBAR SCREENBOTTOMBRITISH THERMAL UNITBULKHEADSBUTTERFLY VALVEBALL VALVEDIRECT BURIAL CABLE, CABINETCOMBUSTION AIR FANCAPACITYCATCH BASINCOOLING COILCENTER TO CENTERCONCRETE CYLINDER PIPECONCRETE LINED AND COATEDSTEEL PIPECEILING DIFFUSERCONDUCTORCONDENSING UNITCEILING EXHAUST DIFFUSERCEMENTCEILING EXHAUST REGISTERCUBIC FEETCUBIC FEET PER HOURCUBIC FEET PER MINUTECODE OF FEDERALREGULATIONSCUBIC FEET PER SECONDCHANNELCHILLERCAST IRONCAST IRON PIPECONSTRUCTION JOINTCHECKER(ED)CHECKER PLATECIRCUITCENTERLINECLEAR, CLEARANCECLCLGCLKCLOCLRCMCMACMCCMLCMPCMPACMUCNDCNTLCOCO2COBCODCOFCOLCOMCOMPTCONCONCCONDCONFCONNCONTCONTDCONSTCPCPLGCPPCPVCCRCRFCRNCREJCSDCTCTFCTRCUCVC/WCYLDDBDECDETDFDDGDIDIADIAGDIFFDIMDIPDIRDISDISCHDMDNDNRDODOEDRDTADWFDWG(S)DWLEEAEATEAUECECCEEEFEFFEGEJELELELLEMBDCLEAR, CLEARANCECEILINGCLOCKCHLORINECLEARMANUAL CONTROL STATIONMANUAL-AUTO CONTROLSTATIONCEMENT MORTAR COATEDCEMENT MORTAR LINEDCORRUGATED METAL PIPEASBESTOS PROTECTEDCORRUGATED METAL PIPECONCRETE MASONRY UNITCONDUITCONTROLCLEANOUTCARBON DIOXIDECITY OF BOTHELLCHEMICAL OXYGEN DEMANDCOOLING AIR FANCOLUMN, COLLECTIONCOMMINUTORCOMPARTMENTCONVEYORCONCRETE, CONCENTRICCONDUCTOR, CONDENSATECONFERENCECONNECTIONCONTINUOUSCONTINUEDCONSTRUCTIONCENTER POINTCOUPLINGCORRUGATED PLASTIC PIPECHLORINATED POLYVINYLCHLORIDECONDUIT RACKCHEMICAL FEEDERCRANECORRUGATED RUBBEREXPANSION JOINTCEILING SUPPLY DIFFUSERCERAMIC TILECENTRIFUGECENTERCONTROL UNIT, COPPERCONTROL VALVECOMPLETE WITHCYLINDERDRYER, DEEPDUCT BANKDECREASINGDETAILDUCT FIRE DAMPERDOOR GRILLEDUCTILE IRONDIAMETERDIAGRAMDIFFERENTIALDIMENSIONDUCTILE IRON PIPEDIRECTIONDISPENSERDISCHARGEDAMPER MOTORDOWNDEPARTMENT OFNATURAL RESOURCESDISSOLVED OXYGEN, DITTODEPARTMENT OF ECOLOGYDRAIN ROCK, DRAINAGE, DOORDESIGN TUNNEL AXISDRY WEATHER FLOWDRAWING(S)DOWELEASTEXHAUST AIR, EACHENTERING AIR TEMPERATUREENGINE ALTERNATOR UNITEND OF CURVEECCENTRICEACH ENDEACH FACEEFFLUENTEXHAUST GRILLEEXPANSION JOINTELEVATION (ELEV) ELECTELECTRICALELBOWEMBEDDEDEMBDEMEREOLEOPEPE/PEPDMEPREQEQUIPEQUIVESESCEWEWEFEWTEX/EXISTEXPEXTFFAFABFAIFBFCFCLFCOFCRFDFDCFDRFEFFF/FFHFHDFINFLFLEXFLG('D)FLPFLRFLTFMFMHFMXFNDFOFOBFOTFPFPCFPMFPSFRFRPFSFTFTGFUTGGAGALVGBRGBVGDGDRGFIGIGLGPDGPMGRDGRDRGRTGRTGGSKTGSPGVGWLHHARDBDHCHDHDOTHDPEEMBEDDEDEMERGENCYELBOLETEND OF PIPEEDGE OF PAVEMENTELECTRIC/PNEUMATICETHYLENE PROPYLENEDIENE MONOMEREVAPORATOREQUALEQUIPMENTEQUIVALENTEXISTING SURFACEEROSION AND SEDIMENTATIONCONTROLEACH WAYEACH WAY EACH FACEENTERING WATERTEMPERATUREEXISTINGEXPANSION, EXPOSEDEXTERIORFAHRENHEIT, FACE, FUSE(D)FOUL AIRFABRICATE(D), FABRICATIONFRESH AIR INTAKEFLAT BAR, FLOOR BEAMFAIL CLOSEDFREE CHLORINEFLOOR CLEANOUTFINE CRUSHED ROCKFLOOR DRAINFLEXIBLE DUCT CONNECTORFEEDERFLOWMETERFLAT FACEFACE TO FACEFIRE HYDRANT, FLATHEADFLATHEADFINISHEDFLOOR, FLOW LINEFLEXIBLEFLANGE(D), FLAP GATEFLUID POWER UNITFLOORFILTERFORCE MAINFLEXIBLE METAL HOSEFLASH MIXERFOUNDATIONFIBER OPTIC CABLEFLAT ON BOTTOMFLAT ON TOPFILTER PRESSFLEXIBLE PIPE COUPLINGFEET PER MINUTEFEET PER SECONDFRAMEFIBERGLASS REINFORCED PIPEFAR SIDEFLASH TANK, FEETFOOTINGFUTUREGUTTER, GASGAGEGALVANIZEDGEOTECHNICAL BASELINEREPORTGLOBE VALVEGUARDGEOTECHNICAL DATA REPORTGROUND FAULT INTERRUPTERGALVANIZED IRONGLASSGALLONS PER DAYGALLONS PER MINUTEGRADEGRINDERGROUTGRATINGGASKETGALVANIZED STEEL PIPEGATE VALVEGROUND WATER LEVELHIGH, HORIZONTALHARDBOARDHEATING COILHEAVY DUTYHEAVY DUTY OILTIGHTHIGH DENSITY POLYETHYLENEHDPEHDRHDWRHEXHGHGLHHVHMHOAHORHPHRHSSHTHTLHTRHTVHVH/VHVACHWHWTRHYDHYDTHZICNIDIEIFILININFINSULINSTINTINTERINTLKINVIPIPSISJBJCTJSTJTKKCKVKVAKVARKWLATLBLELLEVLFBRLGLHLJLLVLOLOSLPLSLTLTGLVLVRLWRMMAMAINTMANMAT'LMAXMBHMCCMCMMECHMFRMGMGDMG/LMGRMHMHHWMHSMHSDHIGH DENSITY POLYETHYLENEHEADERHARDWAREHEXAGONALMERCURY, HAND GRADEHYDRAULIC GRADE LINEHEAT HOSE VALVEHOLLOW METALHAND-OFF-AUTOHORIZONTALHIGH PRESSURE, HIGH POINT,HORSEPOWERHANDRAIL, HEAT RESERVOIRHIGH SIGNAL SELECTHEIGHTHALF TIDE LEVELHEATERHIGH TEMPERATURE VENTHAND VALVEHEATING AND VENTILATINGHEATING, VENTILATING, ANDAIR CONDITIONINGHOT WATERHIGH WATERHYDRAULICHYDRANTHERTZ (CYCLES PER SECOND)INCINERATORINSIDE DIAMETERINVERT ELEVATIONINSIDE FACEINDICATING LAMPINCHINFLUENTINSULATE(D), INSULATIONINSTANTANEOUSINTERIOR, INTERSECTIONINTERMEDIATEINTERLOCKINVERT, INVERT ELEVATIONINTERMEDIATE PRESSUREINFLUENT PUMP STATIONINFLUENT STRUCTUREJUNCTION BOXJUNCTIONJOISTJOINTKIP (1,000 POUNDS)KING COUNTYKILOVOLTKILOVOLT AMPEREKILOVARKILOWATTLEAVING AIR TEMPERATURE,LATERAL, LATITUDEPOUND(S)LOWER EXPLOSIVE LIMITLEVELLINEAR FEET BASEBOARDLONGLEFT HANDLAP JOINTLONG LEG VERTICALLUBRICATING OILLOCKOUT STOPLOW PRESSURELIMIT SWITCHLEFTLIGHTINGLOW VOLTAGELOUVERLOWERMENSMILLIAMPEREMAINTENANCEMANUALMATERIALMAXIMUMTHOUSAND BTUs PER HOURMOTOR CONTROL CENTERTHOUSAND CIRCULAR MILLSMECHANICALMANUFACTURERMILLION GALLONSMILLION GALLONS PER DAYMILLIGRAMS PER LITERMANAGERMANHOLEMEAN HIGH HIGH WATERMANHOLE SEWERMANHOLE STORM DRAINMHSMHSDMIMILSPECMINMJMLMLLWMLWMOMODMPHMSSMTBMMTLMTRMUL/DIVMXNNANaOHNCNCCNCPNENEGNFNICNONOMNPNPSHNRSNSNTSNWOAOAIOBOCODOFOHOLO/OOPOPNGPPAC PSPARPBEPCP/CPCCPCPPCSPC-TPCUPEP/EPENPERFPFPHPOIPKPLPLAMPLCSPLEPLYPLWDPNEUPNLPNTPO4POEPPPRDPRESPREFINPRSPRVPSEMANHOLE SEWERMANHOLE STORM DRAINMALLEABLE IRONMILITARY SPECIFICATIONMINIMUM, MINUTEMECHANICAL JOINTMILLILITERMEAN LOWER LOW WATERMEAN LOW WATERMOTOR OPERATOR,MASONRY OPENINGMODULUSMILES PER HOURMANUFACTURERSSTANDARDIZATION SOCIETYMICRO TUNNEL BORING MACHINEMETALMOTORMULTIPLY/DIVIDEMIXERNEUTRAL, NORTHNONAUTOMATICSODIUM HYDROXIDENORMALLY CLOSEDNORTH CREEK CONNECTORNORTH CREEK PORTALNORTHEASTNEGATIVENONFUSEDNOT IN CONTRACTNUMBERNOMINALNAMEPLATENET POSITIVE SUCTION HEADNONRISING STEMNEAR SIDENOT TO SCALENORTHWESTOVERALL, OUTSIDE A.R.OUTSIDE AIR INTAKEOPPOSED BLADEON CENTERSOUTSIDE DIAMETEROUTSIDE FACEOVERHEADOVERLOADOUT TO OUTOVERHEAD POWEROPENINGPUMP, PAVEMENT ELEVATIONPACIFIC PUMP STATIONPARALLEL, PARAGRAPHPLAIN BOTH ENDSPIPE COUPLING, PRECAST,PIECE, POINT OF CURVATUREPLAIN CONCRETE(NO REINFORCING STEEL)PLANT CONTROL CENTERPLAIN CONCRETE PIPEPIECESPIPE COUPLING TOTAKE TENSIONPHOTOELECTRIC CONTROLPLAIN END, PERMANENTEASEMENT, POLYETHYLENEPNEUMATIC/ELECTRICPENETRATIONPERFORATEDPOWER FACTORPHASE, POT HOLEPOINT OF INTERSECTIONPEAKPLATE, PIPELINE, PROPERTY LINEPLASTIC LAMINATEPLACESPLAIN LARGE ENDPLYWOODPLYWOODPNEUMATICPANEL, PANELBOARDPAINTPHOSPHATEPLAIN ONE ENDPOWER POLEPRESSURE RELIEF DAMPERPRESSUREPREFINISHEDPRESSURE REDUCING STATIONPRESSURE REGULATING(REDUCING) (RELIEF) VALVEPLAIN SMALL ENDPSEPSFPSIAPSIGPSLPTPVPVCPVIPVLPVTQQCPLRRARADRAFR/CRCDRRCPRCRRDRFRECRECDRECEPTRECIRCRECPREDREFREGREINFRELREMREQ'DRESILRE-STLRGRGSRHRLRMRORPRPMRRRTRTRPRTURVR/WRWLRWPSSASBSC#SCFMSCHSCRDSDTSESECSECTSELSEPSGSHTSISIMSLSLGSNS02SOLSPSOSPCSSPECSPGSPLSQPLAIN SMALL ENDPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHABSOLUTEPOUNDS PER SQUARE INCHGAGEPIPE SLEEVEPOINT, POINT OF TANGENCYPLUG VALVEPOLYVINYL CHLORIDEPOINT OF VERTICALINTERSECTIONPRESSURE VESSELPAVEMENTRATE OF FLOWQUICK COUPLINGRADIUS, RISERRETURN AIRRADIUSROLL TYPE AIR FILTERREINFORCED CONCRETERECORDERREINFORCED CONCRETE PIPERECORDERROADRAISED FACERECEIVER, RECESSEDRECEIVEDRECEPTIONISTRECIRCULATIONRECEPTACLEREDUCE(R)REFERENCEREGULATORREINFORCEDRELAYREMOVABLEREQUIREDRESILIENTREINFORCING STEELRETURN GRILLERIGID GALVANIZED STEELRIGHT HANDREDUCED LEVELROOMROUGH OPENINGSRADIUS POINTREVOLUTIONS PER MINUTERAILROADRIGHTREINFORCED THERMOSETPLASTICREMOTE TERMINAL UNITRELIEF VALVERIGHT OF WAYRAINWATER LEADERRAINWATER PIPESOUTH, SOLENOID VALVE SLOPESUPPLY AIRSIGNAL BOXSURVEY CONTROL POINTSTANDARD CUBIC FEETPER MINUTESCHEDULESCREWEDSMOKE DETECTOR,SANITARY DRAIN, STORM DRAINTEMPORARY STORM DRAINSOUTHEASTSECONDSECTIONSELECTORSEPARATORSLUICE GATESHEETSPEED INCREASERSIMILARSLOPESLIDE GATESCREENSULFUR DIOXIDESOCKOLETSPACE, SET POINT,STATIC PRESSURE, STOPSLIP-ONSPACESSPECIFICATIONSSPACINGSPLICESQUARESQSRSRGSRVSSSSCSSFHSSPESSTSTSTASTDSTGASTLSTORSTRSTRUCTSTWSUBSUPERVSUPTSURFSUSPSVSWSWBSWGRSYMTTATBT/BTBNT/CTCETCLTCPTDTDHTETEMPTERRTESCTFRT>HTHD'DTHKTHRESHTHRUTLETOATOCTOETOLTOPTOSTPTPCTPLXTPPTRTRANSTSETVTWTYPUGUNU/PU/SVVACVARVBVCVCPVDVERT(S)VFTVPVPISQUARESPEED REDUCER, STATE ROUTESPLIT-RANGINGSAFETY RELIEF VALVESTAINLESS STEEL,SANITARY SEWER,SPEED SELECTOR,SUSPENDED SOLIDSSOLID STATE CONTROLLERSTAINLESS STEEL FLAT HEADSUBSURFACE PERMANENTEASEMEMTSTAINLESS STEELSTART, STREETSTATION, STARTING AIRSTANDARD, STUDSTARTING AIRSTEELSTORAGESTRONGSTRUCTURALSTEEL WRAPPEDSUBSTITUTESUPERVISORSUPPORTSURFACESUSPENDEDSOLENOID VALVESOUTHWEST, SOCKET WELDSWITCHBOARDSWITCHGEAR, SWAGESYMMETRICALTRAP, TOPTOP & BOTTOM TRANSFER AIRTERMINAL BOX,TOP OF BANKTURBINETOP OF CURBTEMPORARY CONSTRUCTIONEASEMENTTOTALLY CLOSEDTEMPERATURE CONTROL PANELTIME DELAY RELAY, TANK DRAINTOTAL DYNAMIC HEADTOTALLY ENCLOSEDTEMPEREDTERRAZZOTEMPORARY EROSION ANDSEDIMENTATION CONTROLTRANSFORMERTONGUE AND GROOVETHERMOMETERTHREADEDTHICKTHRESHOLDTHROUGHTHREAD LARGE ENDTEST-OFF-AUTOTOP OF CONCRETETHREADED ONE ENDTHREDOLETTOP OF PIPETOP OF STEELTANGENT POINT, TRAP PRIMERTOPPINGTREATMENT PLANT CONTRACTORTRIPLEXEDTREATMENT PLANT PORTALTIMING RELAY, STAIR TREADTRANSFORMERTHREADED SMALL ENDTHERMOSTATIC VALVETHERMOWELLTYPICALUNDERGROUNDUNIONUTILITY POLEUNDERSIDEVALVE,VENT, VOLTS, VERTICALVACUUMVARIES, VARIABLEVALVE BOXVERTICAL CURVEVITRIFIED CLAY PIPEVOLUME DAMPERVERTICAL(S)VACUUM FILTERVAPOR PRESSURE,VACUUM PUMPVERTICAL POINT OFINTERSECTIONVSCVTRVVWW/WCWCOWDWFWGWIW/OWOLWPWPJWNWRWSWSDOTWSPWSRWSTPWTWWFWWTPXXLPYCOYDYR#&@INTERSECTIONVARIABLE SPEED COUPLINGVENT THROUGH ROOFVARIABLE VOLUME BOXWEST, WIDE, WOOD, WOMENS,WASHER, WEST, WATER(POTABLE)WITHWATER COLUMN WALLCLEANOUTWOODWIDE FLANGEWASTE GASWROUGHT IRONWITHOUTWELDOLETWORKING POINTWEAKENED PLANE JOINTWELD NECKWASHROOMWATER SURFACEWASHINGTON STATE DEPT OFTRANSPORTATIONWELDED STEEL PIPEWALL SUPPLY REGISTER,WASHERWATERSTOPWATERTIGHT, WEIGHTWELDED WIRE FABRIC, WETWEATHER FLOWWASTEWATER TREATMENTPLANTSPARE CONDUIT(SUFFIX LETTER)CROSS LINKED POLYETHYLENEYARD CLEANOUTYARD DRAINYEARNUMBER, POUNDSANDATDIAMETER, PHASE1ANo.REVISION2BCDATEBYAPP'DD345ABCDRECOMMENDED:EAPPROVED:DRAWN:DESIGNED:FCONTRACT NO:SCALE:CHECKED:INCH SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHSHEET NO: OFGHDRAWING NO:FILE NO:DATE:2EF34GH5Path: C:\pwworking\sea\dms77178\ Filename: 00G-04 Plot date: Jul 24, 2014-02:28:33pm CAD User: MaAustin. Xref Filename: | K-A-D-ttl-kc | Dlp-WA |WASTEWATER TREATMENT DIVISIONDEPARTMENT OF NATURAL RESOURCES & PARKSKENT / AUBURN CONVEYANCE SYSTEM IMPROVEMENTSC00420C09KENT EAST HILL DIVERSION AND STUCK RIVER TRUNKRECORD DRAWINGJuly 2014G004ABBREVIATIONSJULY 2014NONEC. MURILLO-OAKSB. NEWELLK. GOSS542 R. BROWNES. HILDRETH"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
TRENCH BACKFILL MATERIAL,SEE NOTESSURFACE RESTORATIONPER C210 AND C410DWG SERIESSEWER MAIN PIPEPIPE BEDDING MATERIAL,FILL CLASS U - FLEXIBLE PIPE ORFILL CLASS S - RIGID PIPE ORFILL CLASS O - WHERE LOCATEDON DRAWINGSFOUNDATION MATERIAL,FILL CLASS A1REQUIRED DEPTHAND LOCATIONINDICATED ONDRAWINGSNOTES:1. UNDER PAVEMENT:FILL CLASS N1: 8 FEET DEEP TOTOP OF BEDDING.FILL CLASS N2: SURFACE TO 8FEET DEEP.2. IN UNIMPROVED AREAS, FILL CLASSN1.3.USE FILL CLASS A1 IN A WETTRENCH CONDITION, OR IF BACKFILLOCCURS DURING WET WEATHER.TRENCH BACKFILLMATERIAL, SEE NOTESSURFACE RESTORATIONPER DWG C211FOUNDATION MATERIALFILL CLASS A1OR FILL CLASS O WHERELOCATED ON DRAWINGSWIDTH DETERMINED FROMENCASEMENT WIDTHPIPE ENCASEMENT, SEE(REINFORCING PERDETAIL)-DNOTES:TYPE C MATERIAL PLACED AT LESS THAN 90% COMPACTION; SURFACE TO 2 FEETDEEP.FILL CLASS C: 2 FEET DEEP TO TOP OF PIPE ENCASEMENT.2'122112" MIN.
6"6"
3" MIN
12" (TYP)#5@12" EACH WAY, EACH FACE8"TYPCLASS3000UNDISTURBED EARTH(TYP, 2 SIDES)27" SS5" HMA PG 64-22 (2" LIFT OF 1/2"HMA OVER 3" LIFT OF 3/4" OR 1"CL E HMA)´&/(+0$3*6" TYPE P CRUSHEDSURFACINGPEDESTRIAN PATH2" GRIND AND OVERLAYHMA 1/2" PG 64-221MATCH EXISTING(TYP.)243TRENCHLESS PITAPPX LOCATION´&/(+0$3*6" TYPE P CRUSHEDSURFACING217THST SEMATCH EXISTING GRADE (TYP)5" HMA PG 64-22(2" LIFT OF 1/2" HMA OVER 3"LIFT OF 3/4" OR 1" CL E HMA)13REPLACE EX CURB PERCEMENT CONCRETE TRAFFICCURB AND GUTTER (W-F-10.12-02))((72EXISTING CURBAND SIDEWALK6" TYPE P CRUSHEDSURFACINGMATCH EXISTING GRADE5" HMA PG 64-22(2" LIFT OF 1/2" HMA OVER 3" LIFT OF3/4" OR 1" CL E HMA)EXISTINGPAVEMENTCL13SEEEXISTINGC900 STANDARD PAVEMENT RESTORATION ANDTRENCH DETAILSJULY 2014ADDENDUM 1DPSH10/17/12AS NOTEDC. MURILLO-OAKSB. NEWELLK. GOSS4142 R. BROWNES. HILDRETHTYPICAL TRENCH SECTIONNOTES:1.REINFORCING SHALL BE ONE LAYER.TRENCH SECTION THROUGH CITY OFAUBURN INFILTRATION POND1ANo.REVISION2BCDATEBYAPP'DD345ABCDRECOMMENDED:EAPPROVED:DRAWN:DESIGNED:FCONTRACT NO:SCALE:CHECKED:INCH SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHSHEET NO: OFGHDRAWING NO:FILE NO:DATE:2EF34GH5Path: C:\pwworking\sea\dms18384\ Filename: C900 Plot date: Jul 22, 2014-03:08:52pm CAD User: pwilhelm. Xref Filename: | K-A-D-ttl-kc | Dlp-WA |WASTEWATER TREATMENT DIVISIONDEPARTMENT OF NATURAL RESOURCES & PARKSKENT / AUBURN CONVEYANCE SYSTEM IMPROVEMENTSC00420C09KENT EAST HILL DIVERSION AND STUCK RIVER TRUNKRECORD DRAWINGJuly 2014C STREET SW PAVEMENT RESTORATIONNOTES:FULL PAVEMENT RESTORATION WITHIN LIMITS OF EXCAVATION.GRIND AND OVERLAY SHALL EXTEND TO WEST EDGE OF EXISTING PAVEMENT, 50'WIDE NORTH TO SOUTH. EXTENT OF EXISTING PAVEMENT IS APPROXIMATE.MATCH EXISTING PAVEMENT SLOPES AND ELEVATIONS.REPLACE CURB AS NECESSARY, SEE DETAIL G/C900.SAWCUT 12" MINIMUM FROM EDGE OF TRENCH EXCAVATION.SURFACE SEAL AT MATCH LINE SHALL BE AR-4000 PER WSDOT 9-02.123417TH STREET SE PAVEMENT RESTORATIONA STREET SE PAVEMENT RESTORATIONNOTES:2" GRIND AND OVERLAY WITH HMA 1/2" PG-64-22 OUTSIDE EXCAVATION LIMITS TOCENTER LINE OF 17TH STREET SE AND STOP BAR OF NORTH BOUND A STREET SELANE MIN.SEE NOTE 11 / C211. IF ENCOUNTERED, REPLACE CONCRETE IN KIND OR IF CONCRETENOT PRESENT, AS INDICATED ABOVE.SEE DETAIL FOR 17TH STREET SE RESTORATION.SAWCUT 12" MINIMUM FROM EDGE OF TRENCH EXCAVATION.SURFACE SEAL AT MATCH LINE SHALL BE AR-4000 PER WSDOT 9-02.123OVERLAY ROAD A MINIMUM OF HALF OF THE ROAD WIDTH, EXTENDINGFROM CENTERLINE OF ROAD TO EDGE OF CURB.SAWCUT AT CENTERLINE OF ROAD.SURFACE SEAL AT MATCH LINE SHALL BE AR-4000 PER WSDOT 9-02.NOTES:5.6.4.5.231.PRECAST CONCRETE DUAL FACED, SLOPED MOUNTABLE CURB SHALL BE PER WSDOTSTANDARD PLAN F-10.64-02, 12" WIDE.2.DELINEATORS SHALL BE TYPE 3 CHANNELIZER, POST AND REFLECTIVE SHEETING SHALLBE SAME COLOR AS CHANNELIZATION STRIPE. SURFACE MOUNT PIN LOCK BASE SHALLBE "SAFE HIT" BRAND OR PROJECT REPRESENTATIVE APPROVED EQUIVALENT.3.CURB SHALL BE INSTALLED IN 20' SEGMENTS, WITH 18" OPENING BETWEEN ENDS, ORMODIFIED TO FIT FIELD DIMENSIONS AS APPROVED BY THE PROJECT REPRESENTATIVE.4.CURB AND RPM'S SHALL BE SAME COLOR AS CHANNELIZATION STRIPE.5.DELINEATOR BASE SHALL BE AFFIXED TO PAVEMENT WITH FLEXIBLE BITUMINOUSPAVEMENT MARKER ADHESIVE PER WSDOT STANDARD SPECIFICATION 9-02.1(8).6.CURB SHALL BE INSTALLED PER WSDOT STANDARD SPECIFICATION 8-07.3(1) USINGTYPE IV EPOXY PER WSDOT STANDARD SPECIFICATION 9-26.1(1)B.7.RPM'S SHALL BE PLACED AT EACH APPROACH END OF THE CURBING AND CENTERED ONEACH SECTION AS SHOWN.NOTES:PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB1C:\pwworking\sea\dms18384\C900.dwg, 7/22/2014 3:08:50 PM, pwilhelm
"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"
C901GEOTECHNICAL INSTRUMENTATIONDETAILSJULY 2014MODIFIED ATTACHMENT METHODCMOSH07/21/14AS NOTEDC. MURILLO-OAKSB. NEWELLK. GOSS4242 R. BROWNES. HILDRETHCONCRETE ORMASONRY SURFACEGLUENOTE:FOR SURFACE OTHER THAN CONCRETE OR MASONRY:GLUE OR WELD TO SURFACESET MONUMENT COVER ASSEMBLYFLUSH WITH SURFACEPIPE CAP WITH ROUNDHEADGALVANIZED STEEL BOLT. SET SECURELYIN CAP, TACK WELD TO PIPE CAP6" DIA CAST IRON OR STEEL1" DIA SCH 80 GALVANIZEDSTEEL PIPESPLIT 1" PIPE FOR 1'-0" AT TIP. SPREADENDS SLIGHTLY, AND DRIVE PIPE TIP 2'-0"BELOW GROUND SURFACE OR BOTTOM OF PAVINGTIP ELEVATIONLEAD SLEEVEWEDGE NUT1/2" DIA HOLE DRILLEDIN MASONRY OR CONCRETE1" LONG 1/2" DIA SSROUND HEAD BOLT1/2" SS EXPANSION ANCHORPK NAILS MAY BE USED FOR ASPHALT CONCRETE PAVEMENT SURFACENOTE:SET MONUMENT COVER ASSEMBLYFLUSH WITH SURFACE2" CLEAR TYPROUND TOP OF FIBERGLASSINNER BAR3" PVC PIPE RISER6" DIA CAST IRON OR STEEL MONUMENT ENCLOSUREACCESS COVER DETAIL, SEEPOTHOLE OR HAND-EXCAVATED HOLEUTILITY PIPE ORBURIED STRUCTUREIN MASONRY OR CONCRETE WALLSTRUCTURE SETTLEMENT POINTLEAD SLEEVEPAVEMENT OR2'-0"(TYP)SEE NOTE6" MIN DEPTHPAVEMENT,DEPTH OFEXISTING2" CLEAR, TYPPAVEMENTHOLE DRILLED INMASONRY ORCONCRETEWEDGE NUT1/2"STRUCTURE/SURFACESETTLEMENT POINTTYPICAL NEAR SURFACE SETTLEMENT POINT - FREE END DRIVE POINT ANCHORMONUMENT ENCLOSUREFIXED END EXTENSOMETERTYPICAL UTILITY SETTLEMENT POINT - ACCESS COVER UNIMPROVED AREASSAND BACKFILLPIPE RISER3" PVCPAVEMENT
1" DIA FIBERGLASS BARVARIES
BITUMINOUS OR CONCRETEPATCHING, MATCH EXISTINGCONCRETE(SEE NOTE)NOTE:FOR UNIMPROVED AREAS, PROVIDEMONUMENT COVER PROTECTIONAS SHOWN INGROUTED IN PLACESAND BACKFILLGROUTED IN PLACE3' SPACING MAXIMUMCENTRALIZER @FLUSH WITH GROUND SURFACE.SET MONUMENT COVER ASSEMBLYCONCRETED IN PLACE.MONUMENT ENCLOSURE2" CLEAR, TYP6" DIA CAST IRON OR STEELCONCRETE COLLARSURFACEGROUNDCENTRALIZER @3' SPACING MAXIMUMFIBERGLASS BAR TOTOP OF PIPE ENDSTOPIN UNIMPROVEDAREASPROVIDE MONUMENT COVER PROTECTION PAD AS SHOWN ONACCESS COVER IMPROVED AREAS1ANo.REVISION2BCDATEBYAPP'DD345ABCDRECOMMENDED:EAPPROVED:DRAWN:DESIGNED:FCONTRACT NO:SCALE:CHECKED:INCH SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHSHEET NO: OFGHDRAWING NO:FILE NO:DATE:2EF34GH5Path: C:\pwworking\sea\dms18384\ Filename: C901 Plot date: Jul 24, 2014-01:34:36pm CAD User: MaAustin. Xref Filename: | K-A-D-ttl-kc | Dlp-WA |WASTEWATER TREATMENT DIVISIONDEPARTMENT OF NATURAL RESOURCES & PARKSKENT / AUBURN CONVEYANCE SYSTEM IMPROVEMENTSC00420C09KENT EAST HILL DIVERSION AND STUCK RIVER TRUNKRECORD DRAWINGJuly 2014LIDGREASE PACKNOTE: FOR UNIMPROVED AREAS AND RAIL ROAD CROSSINGSRAILROADBALLAST"King County Department of NaturalResources and Parks does notWarrant or Guarantee the Accuracyor Completeness of the Data orInformation Shown Herein"