Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzR-4100Set0 CD 0 C� Nt W H INDEX TO DRAWINGS DWGNENERAL O CUT NO SNEETTITIE CITY OF RENTON G AND EROSION '" AND 51EOPGTON9 NOTES ARMESLAMONS, GENERAL AND WATER UTILITY NOTEAND OD 3 D U VAL L AVENUE N E VDro70STAMND ER BID DOCUMENT SUBMITTAL PROJECTNALHOD SECTION 3 & 10, TOWNSHIP 23 N. RANGE SE. W.W. IT SRI SITE PREPARATION BEGIN TO UP M4.00 IS SIT GWNCIP A' NOLOO 0D1111111110F RD3 M 0 osoE�SAPROOFTOST%DROW wo�I,E-ET��ro...23Px ECOLOGY s RE -sTA 23 T oR�GTsEST s.9T3wD*osu°gror0° 25 NO 26 HERB CONSTRUCTION AND SWARMS CATARS FUN ED IN PART RYTXE WADI HGTON STATE DEPARTMENT OF ECOIAGY NEFS AND TRANSPORTATION IMPROVEMENT BOARD "NERS nEums*sewxxEu NEwcco:: psn 34 DWI DRIALWAYPONSANDRADFILES xesunsETPPVO DPRoxLES 36 D WALLUDETAILS 39 AP j Sol omOHLE ffi3r5°T05Ts 09uW 1 1 al END SroRIMIWl AX04004 3TA 0`fglroST" 1 E µ6F 03 SENT MRMPWIANDi FEE STA9°3. MnA x°P PR 1E i 1 ALA imvinno 'MiiSonnu mPANlwnAWNNHHAT LOCATION i HE EDP EFORMIwi ANDPROGnE TAP91uwGTOSTA99 'O sw v'B�DD STORMPLAN:r".o1PROOHli- aeouLEa 1 as s STA91HOODLEND _ FEEPROTECT 1 so SOLO WORKER DAMARS munoN i 1 AEEr - a W 1 nrwro[xo&°'PTULDS `y WAR WATER LITHO w CHI &MENiXG STARsirsDTOSTAREALSO o:xswNRIN6 5T IT ITS CHANNEUSADON&MENRING-Gi CENTRALIA NE61x 5i RIPLTONEETHET CHEHALISQ yrSpTOSTAP3N5o F q S 68 IT 1 FIFTH i71 ai PR JE IS TO SO SHAPED POOH ON SEA m REEw LOCATION T?�'TMcsSIGNAL wNAEIL.NPsu BEGAN TO SIR s.PG METmx IT HAWK VnOTNroSrATMAP xE3^°v - XE° E 76 LIGHT FELL FOUNIMMON A SIDEWALK DETAILS ONDGEAPA WATER MAIN IMPROVEMENTS 81 OUT aEDu RTO IMTOExD Dm %TCSIw VICINITY MAP UNDERGROUND IMPROVEMENTSAS UK LANCESCAPE-DETALS N TTTAEAIE 86 PER PLAGUED DRETARA *89 wRa THESE RECORD DRAWINGS WERE CREATED BASED ON INFORMATION PROVIDED AT G' W TEMPORARYTRAFFICCONTROL P BY THE CITY CONTRACTOR AND CONSTRUCTION MANAGEMENT CONSULTANT. 1 THE INFORMATION WAS NOT INDEPENDENTLY VERIFIED BY PARAMETRIX. IIIIIII RAT Tuw (Aj1 OOO 51 T� TEMPORAOTTAFFICCONTROL WIREHAIRED 150 1 SO 94 Tm nRC w£ '' Y.... .E.N. �. NSFINE RECORD DRAWINGS AM CITY OF RENTON POLCMUSNPART aaEDwaTRAN"TATIONDIVI�x,.unw. sox DUVAILAVENEDEAx VIDNITF MAP AND INDEX INI D x„a OUND�yay. LINETYPES: SYMBOLS: UcncN3u NUIcs 1. RUDE ANY CONSTRUCTION OR DMDPMENT ACCOUNT OCCURS, A PBENN5TAKEDOM MERING MOST OE HELD WITH THE CM OF RENTON INSURER A MINIMUM OF FIVE (5) WORKING DAYS NOTICE Emme PROPOSED DEBCRPEON MEETING PROPOSED DESCRIPTION! REQUIRED FOR 3CHDUVNG. REFER TO SP 1.A NIL. v MAILBOX BFVM/IDEWA4 ALL WORK MATERIAL DUN FAInUTILITY oIN Ep ING �CASHEWS THE MENTION OF THE E WEE ICOXIFER) MUKIPALONRU EPARDBVAE➢PANDARDAOv[oFluBONS,, AS APPROVED AND By THE rvORENmxN THE RENTON STANDARD PLANS& SPECIFICATIONS FUSES OF FENCE ED PLAINS SHALL KEPT ON Pi TIMES DURING CONSTRUCTION FENco-cxAlx uxK/METAL WEE IDECIDUOUM VERflCAL CONTROL WALL LLB NORTH AMERICAN BIBLICAL DATUM9A(FACT 88), AND FOR HOR¢ONTALcoxTxoL SHALL BE PAVING AMERICAN DATUM DISCLAIM BUD 81 UNLESS OTHERWISE APPROVEDFARE CITY OF RENTON PUBLICWORKSDEPARTMEENTRUCHENCE BENCHMARK AND EIEDMONSAflE NOTED ON ME ROAD REFER TO SP 3-11, - - - MEMBERS iss y SIGN — — RIGIT�OFWAY �- G'P"'Tht SIGNAL POE 3. N D SHALL ME BEFORE BE DNFUCI APPROXIMATE ONLY AN A NOT N ECESSARILY CON PLETE IT IS TH E SOLE RE LEAD SIB I LITY 0 F CH E APPLICANT AN A TH E APPUCA N7 S CONTRACTOR TO IN DUPE WE ENTLY AS RI FY ME ACCURACY OF ALL CUT FLOC1 SHOW NE AND TO EAsSMEDIPDMNERU "- F-YE SmEETu6XT M PLICASHALL EDGED D ON ix AS am IT o RAwx GS ALL ON FACT M E SUED UTIL171 ES DI SCOVERED AN A ANY CHANG ED TO THE A P P ROVED P ISBN S TH E AS P EXACT SHALL I M M EDI ATE LY ECORD IF A CON LD 4 DESIGNER PUSH RENTON TBi LIFE LOUR SERVE E IB0D sssl A FEXISTS CC NEXACTOR SIT ALL Fl EA8 PROPERTY ONE EN HIS WAKE ry TAKE AT PROPER ALL TT IS ROM EDAMAGE IONwT ON SHALL v BURIDG&EEMISSION NONTAXABLE I NESTLE E © RE LOCATION O F TO E PC MALL UTI Ury WITH THE UT Un Ow N D U N LESS x mD OTHE EVER REFER TO sv 2 07 17 EX AT NG ON BE PAT WALED CONTOUR IS (DAMAGE RE M E DIAL M EASUR IS THAT MAY 0 E R ALL I RE D TO PROTE CT BY FACES AN D P RUDE FLY AN D TO AVOID D 15RU PRO N C F SO RVI HE ON LESS OFF E ARAB NOTE E)ENDS AN D BmCKIN G ARE NOT SHOWN iETME ROVI DING HE M PO RARE SU P Po W M EVE MS ANDS ES EX CHI NG P REFER UN LILY CON RUC NP POGVERllUWSFO RMER IT SHALL BE THE CONTRACTOR5 RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS AND OTHER REQUIREMENTS BY THE CITY OF RENTON PRIOR LO STARTING CONSTRUCTION FEE APPROVED PERMITS AND BVRIDiELEPXaxE o PERMIT REQUIREMENTS IN THE CONTRACT PROVISIONS. GAS UIREYPoEANOgR r - BURIED POWER TELEPHONE PREP ' TMEQn; AN SIR CONSTRUCTION THAT INCLUDES CLEARING OR GR IING,RE SITE CONSTRUCTON LIMITS SHALL BE HOOVER AND MAR IN BY ME COMPACTORS PROJECT 9URVEYPR ORAND APPROVED BY Sa SANITARY SEWER IT] TELEPHONE VAULT & ECOREMEM,FLAGGED, AND ANY MUCH NEEDED AGREES TO PROTECT TO E U FE, HULM, AND SD STORM DUNNAGE MONUMENT ISM ARISAFETY OF THE TRAVELED AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED CYCLE CONTRACT ANY WORK WERIN THE RIGHT NORMALTRAFFICFLOWSHALLREQUIRETRAFFICCONTROLPLAINAPPROVETHEPUBLICRKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SUCCEEDOFTHE WENDY STANDY INTERRUPT STANDARD oSURVEYCONWOLLPoIM SPECIFICATIONS 107 23 TRAFFIC CONTROL SHALL APPLY. REFER TO S➢ 1d733 AND SP 110. w e WATER SAWCU 0 ® MANHOLEWE HOURS OF WORK IN THE STREETAGENTOF WAY SHALL BE LIMITED IO TA AM TO 600 PM ON WEEKDAYS UNLESS OTHERWISE APPROVE IN WRITING HERE PUBLIC WORDS DEPARTMENT. WE POLICE STORM DRAIN CATCH SAWMLIXE e DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NCTIFID TWENTY -FOUR (24I HOURS IN ADVANCE OF THE E ANY WORK IN THIGHT OF WAY RERMAIDGE(D), EWEOFPAVEMENT STOBMDMINCULSTAT IN & ALL MINIMUM ME PROJECT AREA REED iOsv 1-m. ExCEnFORwS xmDINSEGpN]-IO.DMRACfOfl SHALLMAIHi4HA URCX O:J O STORM OPEN M1NXHpE MIXIMVM OF ONE LANE OPEN IN EACH DURATION ATALLTIMESONALL ROAW WITHIN WEPROJECTARFA. ® FILLERM (ADVANCE OF MOUTHING ALL CONSTRUCTION THE CONTRACTOR, As WELL THE E 41NEEBS, SHALL KEEP AS BUILT MRAwMGS REFEJOFSFI-Dss ANDSPID5AI111CFS EXTYfOURkO XWUIN Rx3'.WAn s REPRESENTATIVE OF THE nry OF RENTON Tw -----a-----A— OUTLINE e N WATERMEER 2 UK PAY) CALMATSTRYCETSMAYBESPADECULL RALLIED ITS XYDRANi 10 WHEREAS AND DRIVEWAYALT AND CONCRETE FTREET PAVING SHALL BE VAUGHT TO APPROACHED SHALL RESAWCUT70 AFULL DEPTH PER SPEC14 MINIMUM DEPTH OF TWO O)IXIXAES OR HEMMED MANU TN6 EXPANSION pINT�Lsu0.mE CONCRERJAVEMEM,SIDFWAIXS, CURB, BURIED SIGNALCONDUIT • wARnvuvE n. ATEMPoAABYHOTMIXASFRALTFATCHSRALLBEPUEDONTHEDAYOFINmu IXUVATONWITHAPEMMEXT,u LEDPAT TOBEPUCEDMCm OFAENTWPoLIaWITHINTEXUDIMAx LLFOA sUDRADE INSPECTION PRIM TO SUCCEEDED OF FINAL PATCH. REETOSPSM ce AERINPDWER R-41 0002 13. ACOPY OF THESE APPROVED PLANS AND SPECIFICATIONS MOST BE ON ME SITE WHENEVER DEFMUGION N IN PROGRESS. ABBREVIATIONS: 13_ SEETHHE'STAANN�DARRD DETAIILS' SUCCEED RE ME MYSEGYECIFIUTION FOR REFEBENCDCIn OF RENTON (CDR) STANDARD DETAILS AND REFERENCED WASHINGTON STAR DEFORESTADEFORESTATIONDEPARTMENT DEFORESTATION AC ASPHALTCONCBETE EDP EDGE OF PAVEMENT AS PEDESTRIAN SIGNAL AS MARGARET PROXIMATELY EXC END "BEING ICALNRVE BE ADEPTURTAUGGENCY WE WLWINYLNLOBIDE A. FEEDBACK OFTHE WOW MAYBE PERFORMED UNDER ELECTRUCAL OVERHEAD H ANY REQUIREMENTS SET DEPTH BY ME UIDM OWNER AND APPLICABLE E WSAND REGULATIONS. EXISTING LIGHTING AND TRAFFIC SIGNALSABE SHOWN ASSYSURVEYS WE ACTUAL FMENOF AVE VENUE PUT NEARBY AIR PAD RpHrR FERTULINFLEGION WESEFUNRFSABENOTSHOWNTOEALEMDVAWINGs. FOUNDM DIP BE FOOT 6 EDGED ROAD WATER UTILRY NOTES AND SPECIFICATIONS: B070M OFDD REQUIRED EVE ARMY L CURE CALV WLVANMD POW, EPA RIGHTRIVEY FF BY RE RIGHT CONFORM TO MANFENA COUP OR LAToSR�san�IPPIEJoNOSTO BE FUSHAN AN MCHArvaauow.. BEoonk TOO BE ansC. AMBOrl LE IRON PIIPE ADErmINGS MORTAR MAN Cave-mnmEE TRHAPOLVER fDF DENSITY FILL ROVE MEGA DINSITY POLYETHYLENE S SLOPESOUTH A VAWWA CIM/A11-5-93 STANDARDS. REFER TO SPRESIDUE) FOR RESTRAINED JOAN PIPE AND DINGS. GIR CLEARANCE HIM HOTMIKAUSPLT ED STORM DRAIN DMETAL PIPE AREA HONEONTALRA Wp COME! STORM DRAIN MANHOLE i FIRE PERFORM SHAPE BE INSTALLED PER OR OF RENTON STANDARD APRIL DA FIRE HYEMM; LATEST REVIDUCI MEN HE HEIGHT FEET SHEET SEND CONCRETE CONIFEROUS ID INSIDE DIAMETER $S UNITARY REFER N ITS INCH CHAMBERS AND TURNER SHALL BE AT A MINING M OF ELEVATIONHAW CONNECTION IF BARRED EVIER MNHOLE 481 MAY BELOW RMHGPR. WHERE MM' CONFLICTS OCCUP. WARRUMAII AD ARETOBE LOWERED TO CLEAR. REFER TO Sp GOES. DNSi INQ INCLUDINSTNH SET BITRYS COB CITY OF A ONTO N KC CEINSTALLATIOINSTALLATION OF CORPORATE STEPS, WATER SERVKES, LINES AND METERS SHALL NOT BE COMPLETED U FULL AEG SERVICE AGREEMENTS, METER APPLICATIONS. CONSTRUCTION PERMTS. AND PAYMENT OF CSEE CREUGATED POLYETHYLENE PIPE LLT LEFT AE STANDARD FEES NAVE BEEN MADE TO THE CITY OF RENTON. UO CANDING FUEL STEEL ONG LOP CC REEF CSTC FAMAX MAXIMUM SW SIDEWAE TAP; WHICH MAY BE MADE BY APPROVED WE TAP CONTRACTORS WISH PRIM APPROVAL FROM CULVERT ME MAXIMUM ME PUBVKWORRTDEPARTMEN . PY NECESSARY EALWATON ND MATERIALS NETO BE SURGED C HULA CONTRACTOR AND BE ON SEE BANK TO GUY FABRICATORS, REFER TO SP Iffi3I191A, DECV MH NANIOLE EXTENT TEE MIAMI CONSIDUCTON EASEMENT DESCRIPTION 6. CONTNRM TO PROVIDE PLUGS AXDTEMWRARY BEACH OR ASSEMBLIES FMi nM AND MARY ACCEPTANCE PUERTO FINGERS IN, GET C MAIL OMMA MflXVLMETHCRYUR THE P TICK PRAY BE DUCTLE PIPE TUNS 6 INCHESAND LARGER IN DM3ETER AND. A EGNDWITI AVE CLURGED'PIGS PRIOR TO DISINFECTION. ME VOLY RCS" HALL BE GIRARD IXOUSTBIESNW SWAB AS ON DEC gAMETEROry NPH NOLRM,NORMING TYP TYPICAL WATER EQUAL. 3 LB/WF. DENSITY FOAM WITH AM GENERATED METHANE RUBBERCMTNG ON THE REAR CF"PIG'CNIGARY' SHALL BE CYLINDER SHAPED MR BULLET EDGE M SQUARE END. DWEG CARMING SEEM NOMINAL V/G UNDERGROUND THE DXTFAGOR WILL PERFORM ME MEANING OPERATION. REFER TO SP THEN IA DWY GRIMMAN HER NO STEEPER TAN VC VEflTULNRVE EA THG NO NUMBER VERE VERTICAL & ALL WATER MAINS AND SERVKESHALL BE PRESSURE TESTEDTO A MINIMUM OF 3D PSI OR 150 FSI OVER OPERATING PRESSURE IN ACCORDANCE WITS NE SPECIFICATONS OFTHE SET OF DRAWN AND EA EACH IX WWARRWESi HE CAPACITY OF WATER LOST FROM ME MAIN E6L DDARIMENTOF METER W/ SHALL Fqi EXCEED ME NUMBER OF GALLONS PER HOUR AS OSTED X CITY OF RENTON SP THOU3p3), ME LOSS INPRESSURESHALL EXCEEDF5 PH DURING THE 3 HOUR TEST PERIOD. REFER TO SP EN ECOLOGY W OFF AD WAWRDISRIU CARDS), EL. REV ELEVATION PAVE PAVEMENT XIMAG SEE WAR L EP ENDPOINT IOC POINT HE CURVATURE WE SET PK WEE PM IMINIMVM CONCENTRATION) CHDRIINE/WATER SOLUTION. 0 HAULAGGEPIMDIN D EQUAL CURVATURE XAC SEREBARNDCAP TJEPDEASWDSCHDREXESHALLBEMETEREIDANJECEDINBAEORONCEWITHSEION)L3.313A)OFTRSPEONPROVWOMREFERENEDADVE0.REFERT"Y33RgwR ESE EROSIONNDSECIMEMCCMBOL III POINT HE INFLECTION EST ESTIMATED PP POLYPROPYLENE PIPE 10. ALL JOINT RESTRAINTSYSTEMS)SHACKLE HUGE RUDE, BOLTS,ElD I SHALL E AS MANUFACTURED BY HUMAN MANUFACTURING COMPANY OF DWMBUS OHIO, OR EQUAL APPROVED IN WRITING GAME CHANG WORKS DEPARTMENT REFER TO SP RACE) FOR RESTRAI ND JOINT AND FITTINGS a a:yA'eo .EYw CITY OF RENTON DuvauavE NE D. EAI ey., yp_ RECORD IEDN TUR NEW LEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITY p.1 .0. DRAWINGS RwwwRm'InRurnDN NOTES AND SHEET I OFICATIONS gyv ' SHEET lOF3 F Wp` rn. iayF 1 ALL STORM DESIGN MANUAL(RENTON GREW S I L RENTOMUNKI AEM SEEDED EVE LCV II RMED AND FE,SANDTTHESE STANDARD SPECIFICATIONS TOTHE R ROAD, BE I VGE AND MUNICIPAL CONSTRUCTED ST EDITION OF WE CITY OF RE WON SURVEY WATER OMISSION OR VARIATIONPREPARED BY FROMWE ABOVE REQUIREMENTS FOUND ITHE AMERICAN PUBLIC WORDS N THE PuISiALLCORRESHALL BE THE CTI COOLE RRECTIONS SHALRESPONSIBILITY BEAT INO ADDITIONAL COSTTOTHETO OC ryYR PXV FAROR, Z. APPROVAL M WE ROAD, GOADING, PARKING BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION I E.G. WATFB. SEWER GAS, ELECTRICAL ERICC PLANS FOR STRUCTURE SUCH AS BRIDGES. VALLEY, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE GUYPRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED Acm RONG TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WR1EN APPROVAL FROM THE Cm, 3. ALL COURYTRENCH EMBLEM ME ROADWAY SUBEGREADE LBE COMPACTIED TO 95% MAMMUM DRY DENS" PER SECTION 3aEND. COMPACTOR AND MODULES CONTRATEST50F THE W5MTSTANDABO SPECIFICATIONS IN PERFORMED PAVEMENT AND OTHER INFILTRATION ARM, ALLTENCH MCKNLL SHALL Y FIRM AND UNYIELDING CUT IN NO MEN WEEK EVE COMPATENTED TO MOM THAN 92% OF FALLEGIR DRY DENSITY. 1, ME DEC PUN SET SHALL INCLUDE AN EEC CONSTRUCTION SEQUENCE DETAILING THE ORDERED SPEED THAT SHALL BE CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENT. G ON ITS, VE EAS AN U FF US. AND ARM OF VALUED ON BE N A FEE E A ELECTION AS CRI D ANN THE RUNS Q WALL BE CLEARLY DELI FATED 0FEFAO N AN O PROTECTIEO NRTH E H E om a AaHANN C E WITH PPENDTMEC TO F CITY OF RE SET SU R FACE WAIT R DEN AxPMANUAL (RE OPEN SW�NPRIIORO T3 TH E START F FRANCEe CLEAR NO U M n SHALL BE PE RMmSO TH E CLEARING UM IE BY THE APPLICANTS ESE SO PE TOWN TO a Tx E OU RAT W OF COUNTED CH 3, STABILIZED CONSTRUCTED N E STRAD CE S S HALL BE IESTA E D AT Tx E 0 EG I N N I NEG OF COMBUSTION AND MAINTAIN E O FOR THE DURATION OF THE PART E CT. ACCRUED NAL M EASURES SUCH AS FOR THE DO NATfUREOF WE PROJECT KEEP REMAND PxrvATTEE ROADWAEYS/ PRMiBIG L0i; SIDEwLLR;:ND TRAP iFRE OFt MIS AN D SEDIMENTSR1AHMEDG WAY SSHALL BE LEANED ONCE MR LUCY OR AS DIRECTED BY UP E CRY. HJUSHING OF THREATS VACT)i WATER BE CC NOT BE ALLOWED. 4 BE PERFORMED OFF BUT OR IN LL MU[XS ONT)TIE GBONO, ON WASHOUT FROM CONCRETE TRUCKSFICALLY ARGUING FOR ED UNLESS RU BYTIE CZLY AW NOT, N TIER APPROVED IS LCRESTORATION 4 OPEN CUTTING FCUT IANDARDS TO STORM ONRNS OR OPEN DIITCHES, OFFSITEDUMPING OF EXCESS CONCRETE SHAONLY OCCUR N OESIGNAiED CNCRETTEWA WASHOUT AREASCONRETE ACCORDANTORM CEWWIH THE CITY TTRENWORK E RESTORED INAYS P4NS. ANY OPEN SHALL BST 5, ALL REQUIRED EEC MAPS SHALL BE CONSTRUCTED AND IN OPERATING PRIOR TO LAND ELEARNP AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION W SEDIMENT TO SURFACE WATER 5 ALL PIPE AND STRUCTURES SHALL RE STAKED FOR SURVEY LINE AN GRADE PRIOR TO THE START OF mxsiaVR10N. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED DR MSANDPDIPCENTPBOPERTES. EYE MAPS SHALL BE MEMBRANESSOMEHOW UN ME TMATCLEAAING AGO OR CONSTRUCTION IS ooPOTEETALLFORO VOTES CITY, THE ExIRIMANHOLES, CATCH SONS, OR NErs SHALL BE ADJUSTED TO THE GAME AS STAGED OOMPLETEA TEEIRCRRIZENALL EEC MAPS S CONSTRUUC[MONISCOMPUTED XLLB[➢fLIZED TO ENSURE PMPSIrvrtPFPRE OVER AFTER Oo fMW2i DD WE SITE EROSION NOT EXISTHASf IAGNED 6. ALL FLOW CONTROL FACILITIESSHALL BE INSTALLED AND IN OPERATION DRIB TO, ORINCONJUNRION WITN. ANY CONSTRUCTION ANVm UNLESS WHERWB TMDA^'IL'BANT APPROVED By THE CITY 5 ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTALTO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 7 ALI PIPE AND APPURTENANCES SHALL BE CARDPROPERLY ON A NDATION NACCORDANCE WITH THE RRENT ATE Of SPECIFICATION FOR ROAD AND BRIDGE FOORUR OH THS SHALL NCUONECESARYBEFOE OF THE TRENCH BOTORMPME NP OF WE OUNDATINM ) WE EEC BMPS DEPICTED W THIS DROVING ARE INTENDED TO BE MINIMUM REQUIREMENTS TOMET ANTICIPATED SITE mrvOOIOXI A5CON5TRURINPROGR65E5ANDUNDSPERED AS AND THAT WE ENTIREWE PIPE WILD E SUPPORTED OR OF RBEPoIIPG IBAIXG OR HALL THAT MORE EYE ILL BE NECESSARY TO ENSURE COMPLETE FILTRATION CONFEROLON THE PROPOSED BE. ITIONS DICTATE, THE AMBULANT NAL VNVELDINNG BASE. ALL ALL ESEION UNIFORMLY DEXSMENT AND USHALL BE ASSS OWN ON THEEOCOX STANDARD PWZN 220,NGTH OTO 10 AND 30. BXN DURING THE COURSE OF CONSTRUCTION IT SHALL B0 ME 000WTONEAND RESPONSNurvPOFLTHE APPLICANT T3 AD0aE#ANY NEW CONDITIONS THAT MAY BE CREATED BY THE 00 EC ME, VERPND AWVE MINIMUM REQUIREMENTS, AS MY BE NEEDED, TO PROTECT ADJACENT PBOPERTESPND WATER QUALITY OF THE R STEEL PIPE WEEK EVE ALUMINUM,OROVERNIGHT WON PSPINLTTBFATMEM I, Z. B 5 INSIDE AND OVENS RECEIVING OUOINAGESY5TEM STRUCTURES ANDWITH MANHOLES9. ALL SHALL BE WHO WDUTLE LIRON, MLT- COMING UB TI PAZ E BUY STANDARD PLAN IWID � B APPVLOPTHRAMISEDREONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE USSR GREATER PIPES, RESTRIRON,CHANNESEOBSTOBMW4ER ZOL.2Opxm�0iU,ArvO UPSTRUCTURE55MALLNIVE FACILITIES OR ROUND, SOLD LIM WHEN NOT COLLECTOR RUNOFF AND OUTSIDE WERE ROADWAY. NOTRECTANGULAR ROUND, SOLID UDS WHEN CATED WITHIN WE OWWiAYY, BUT WHEREAS OF THE GUTTER B R WE CONSTRUCTION MENATER FACILITIES SHALL BE SUBMWEDTH) WE CRY FOR REVIEW AND AL. IN ACCORDANCE WITH WE ROUND, SOLID UDS DISPLAYING WE OnBLCGOER WHENAND WON WEP BLEEGHTORIN AN MEEMENEMWRE/ Of On PRIVATE STRUCTURE VB (NOTABLE DEPARTMENT Of ECOLOGY REQUIREMErvFS WASTEWATER FROMOEMENEGONCRCTE MASONRY, OR ASPHALTCONCRETE CURRENCY OR POURNI OPERATIONS NS SHALL NM BE OISCHAMCD PUBLIC RIGHT OF WAY NOESAMMENRNTHECNYSNALLNOTDIflUYTHCCM LOGO. IWOSTORMORSURFACEWAFERSGRff MDCVRING,PNNINGORPVLWRILWOPEMTIN55NML IWHDGE USSURNG DRAINAGES) SYSTEMSEWERVES STORMADNTA oMRERVI TEI 0SEDI BE VACUUM BID USES OFMENHOLES/ CATCH BASINS VERNON PUBLIC RIGHT OF WAY SHALL NOT BE ADJUSTEDTO FINALGRADE VNTLAREB SAW. ALL MANHOLES CATCH WIN RIMS MALL BE ADJUSTEDTH) BE FLUSH WITH FINAL FINISHED STAGES, UNLESS OTHERWISE BROWN 11 STORM FEWER LENGTHS ME MEASURES BETWEEN CENTERS OF MANHOLE AND CAROL BASINS UNLESS GTHERGAIM NOTED. Z ALLTDOMOIVEWAArtx ES LOCATED WITHIN CITY EIGHTH OF WAY SHALL BE OF SUFFICIENT LENGTH TO DEGREE A MINIMUM 3. E SLOPE FROM WE EDGE OF THE DRIVEWAY IX ROCCKK FOR EROSION PROJECTION OF ROMPOCE DITCHES, WHERE REQUIRED, SHAPE PC OF SOUND TURKEY BOCK PLACED TO MINIMUM DEPTH OF ONE VI FOOD AND MEET THE SPECIFICATIONS 4 SNTHROCK/aOG CEREBRUMS, ]AOCK/30.4 0KNO LESSWRN xNCx ROC[/20-M6RA551Nfi A, RANGECONVISANCE RAGE SYSTEMS ANDYSTEM OR FLOW ROLEDOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNEROL FACILITY ON THE SITE UNLESS APPROVED BY WE CTED AND SHALLSEPARAATDRAINS ELYXOTV WNLLECTo FL ON RATEEK EMFs. s. OR PiroC PoMf OF CU NECTION M< SHALL ATE STORM DRAINAGECONVEYAN�CEISYSTEM PER WEI(RM1 STANDARD PWI}3T,W nY ELOGTD AT IXE DRWERn uxE 16, ALL SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A 5URVEDR LICENSED IN WASHINGTN RATE, AND CUT $HEMSHALL Y PROVIDED RATES I. T L NERAI INSTALLED AND ED I POSED AND DECABEFOREErvMwR I STORM CONVEYANCE SYSTEMS WALL BE INSPECTED BY MEANS OF BEFORE DING TOMEDTYSFMDMDPLNMS 00 OPEN INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVALTO INSTALL PROTECT WEBS, WHERMND/BPAVEMENT. ]H. ALL STORM IN WE PRESENCE OF A REPRESENTATIVE NS TO EOF THE CITY STORM DEAN STUBS SHMAINS SHALL BE TESTED ALL BE TACCORDANCE STED FOR AITH SECURED 7 CCEPTANCE AT THE SAMETME THE WIN STOW I5 TESTED TOGS PXD IS, SOB All. MCI PERVIOUS AREAE([OMACTED, GMYD LANDSCAPED,ETC) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF WE SOIL EITHER SIOIXRLE AND REDISTRIBUTE WE EXISTING DUFF WYERMD NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN AT D N rsSTUTCR BASIN/MNREDSwW EUCNOUT BROAD ETC) IN THE STREETTRAV LANE WHEEL PATH, INTERSECTIONS OF ESTREET TRAVEL CURD, LIKE MINES SIDEWALKS AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANYWRFACEADPVBTENMCEPIACEDINASIDMAROB CROSSWALK SHALL BE FITTD ENTER A NOW SUP OR NON-SKID DO PER ADA REQUIREMENTS. 21. CLEARLY LABEL PU BUD AN A PRIVATE SYSTEMS ON WE PLAINS GOODS MERGED WEEK EVE MAINTAIN AD BY WE APPLICANT. 22. MOUND BY LABOR OVER STORM MINIMUM PI RE SHALL CONFORM TO TABLE A2.IA2 OF UP E RENTON SEVERE. 23. CONSTRUCTED P E SEA EASE PAPEEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIM UM FACTE OF 20 INCHES PER HOUR IMMEDIATELY AFTER WE 10. SEVEN DAYS AM AREAS OFDURING OR UPTHE DRY SPEECH INCLUDINGAY I5T THROUGH SEPOADWAY �TEMBS, THAT WILL NOT ER ONCE SHALL BE IEDISTURBED SEDIMENTS STABIL1IIDAYS DURING THE WET WIEEK WE APPROVEDSEASON SCNVwR METIER EST THROUGH APRIL ODS I E 0. SEEDING, MULCHING, PLASTIC COMING, ETC) IN CCNFDRMNCE WITH APPENDIX DOF THE BENTON EwDM. 11. WETsusoN EEC REQUIREMENTS APPLY TO ALL CONSTRUVI ON SITE BETWEEN OCTOBER CET AND APBO BOTH, UNLESS DTxEWISE APPROVED BY WE CITY. IMEDIATTATTENTIDx, SHALL BE ADDRESSED WITHIN SEVEN pI DAYS. 13, ME EEC BMPS DO INACTIVE SITE SHALL BEEMLYASINSPECTED AND MUBVTTIEED AT A MINIMUM OF ONCE AM WHO OR WITHIN xn ITDUKE FOLLOWING AiTOM EVENT . INSPERIONAND INTENANCE SHALL CUR MORE REQUI 14. BEFORE MMENCEMENT OF ANY CONSURRUCTIN ACTIVITY, CATUM WIN INFECTS PER SHALL BE PROVIDED FOR ALL UETS EO AND WITHIN SEA FEET M A DISTURBED OR CONSTRUCTION AREA, UNLESS MF RUNDTTHAFTCENTERS THE IINEiwaL BE3CONVEYED TO A SEDIMENT POND ORPTRAPP ALLXHBNNLOR SURE TIONING CONDITION INSET SHALL BE PERIODICALLY SEDIMENT MECED AND REPLACED ED US OF WE NECESSARY OF THE camHYBASIN SUMP ALLCATCM BASINS NO CONVEYANCE LINES SHALL BE CLEANED REPORTS) PAVING. 5. ME[ MINGmCRAT*NEM LLWTFLLQS SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 16, ANY PERSAMMOSiORMWATEa FACILITY LOCATION USED AS ATEMPOIuxv SETTLED BASIN SHALL BE MODIFIED WITH WE DECISIONS ESC BMPSAND SMALL PROVIDE ADEQUATE STORAGE CAPACITY IF E DEEORARY FAEwsY STO ULTIMATELY FUEFINNGAKIUOEOF TNEPEMAYNEN FAOLMEEMAXEXTSTATETMETEMNBABY FMINYSMPLLSEB GHGNDEDE WAT 17AREAS DESIGNATED ON THE PLAINS CONTAINING EXISTING ER FACILITIES ON XIITEMAPi1RAMENNDED SOILi.MORMNFOR REMENLE PAVEMENT, ETCI SMALL BE CLEARLY AERE O AVOID NG FENCEDR FUTURE PROTECTED OFTH BMPSTON I OCTOBER USED ALL DISTURBED AREAS SMALL BE IXSPEREDN IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPAMTON FOR B ME WIMFB RANGDISTURBED AREAS SHALL BE FODDER Oa SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, AN CXHIBIT OF iNOY ARM TOY 500DW OR SEEDED 19. PRIOR TO FINAL CONSTRUCTION REMOVED, AND STORMWATCR CONVEYNCEESYSTEMS, FACILJECT ITIES, NOSHALL W SITE MP5SHALL OXTACBIUZEDTO F RESTORED TO HEIR F`T DIDEN ULLY FUNCTIONING CONDITIOATER FROM LEAVING THE N ALL DISTURBED AREAS ALL ME SOFTHEPROJECT SITE SHALL AT VEGETATED OR OTHERWISE SHALL E SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVALMANEWLY STABILIZED. DISTURBED AREAS mCHWITHOUF SEEKING ADEQUATEFOR ARM EE NODDED OR SEEDED E MULCHED OENSURE O BE NNOSWED BEFORE OCTOBERPAT BEAT 20 RECORDS ARE CONSIDERED TO BEA METHOD OF BANK STABILIZATIC HAND EROSION CONTROL POCKETS SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WELLS ALLROCKERIE51N CUP ROADRIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CEO STANDARDS ROCKERIESCUTEPTIOE OF ROAD RIGHTS OF WAYWALLBECONESTRUCTEDINAPPARDENCE WITH THE INTERNATIDNAL BUILDING CODE 21 NO STAGING AREA 15 PROVIDED TO WE CON TRACTOR ALL AREAS SHALL BE ON A CON TEACHER NAREA. ALL TEE GEN. G. PRESENCE WEE FENCING MOUND ENTIRE STNISTAGING GKNLE REU AREAS PER COB STANDARD PO N na. R-410003 ONSTRUCTIONPE=WH DATE B ID D m NS s d..,L,ryyo CURVE1 OF RENTON DUVALL AVE NE D.22 CITY LL L�T'4. Y.,W+.e RECORD RwwwR ¢rmnuCmu Iwx SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES rt MAIDRAWINGS AND SPECIFICATIONS NUMBER RWIwN MEXICAN Rr w DNrE „„„ SEE NBV214 S NEw SHEEi3 OF 3 SHEErn��aryy H r. I i I � � I � I I I I DWY AT 4TH STA 0+70.00 ) N 181206.10 w I E 1313264.91 + �I DUVALL AVENUE NE CONSTRUCTION CENTERLINE 50+00 51+00 52+00 53+00 Ll 54+00 - 55+00 56+00 VBPBEGIN`PROUECT $ D-LINE EP STA 56+00.00 STA 50+00.00 N: 181601.81 N: 181001.81 E: 1313335.03 ------------------- E: 1313334.85----------� D-LINE STA 52+04.26= / DWY AT 4TH STA 0+00.00 1 N 181206.08 1 E 1313334.91 I PLAN Z SCALEIN FEET 0 50 100 w DUVALL AVENUE NE LINE ID LENGTH LINE/CHORD DIRECTION Ll 600.00' NO' Ol' 00"E L2 481.50' NO' 00' 02"W L3 214.75' N7' 00' 46"E L4 710.92' NO' 00' 03"W L5 10.08' N5' 40' 46"W L6 190.00, NO' 00' 52"E L7 458.29' NO' 04' 37"E L8 641.71' NO' 00' 52"E L9 56.49' N2' 07' 03"W L10 412.92' Nl" 19' 44"E Lll 158.11' N4' 56' 55"E L12 95.68' N6' 26' 25"E L13 211.78' N4' S7' 04"E DUVALL AVENUE NE CURVE ID LENGTH RADIUS DELTA Cl 195.73' 1599.00' 7" 00' 48" C2 195.10' 1594.40' 7" 00' 40" C3 101.24' 1602.50' 3' 37' ll" DRIVEWAYS LINE ID ALIGNMENT NAME LENGTH LINE/CHORD DIRECTION L15 DWY AT 4TH 70.00' N89' 59' 00"W L16 PRIVATE DWY 55.00, S89' 59' 08"E L17 CHURCH DWY 5 75.00' N89' 59' 15"W L18 CHURCH DWY N 80.00' N89' 59' 08"W L19 GROCERY BACK DWY 57.50' NW 40' 16"W L20 GROCERY DWYS 70.00' N88040'16"W L21 GROCERY DWY N 69.99' 1485' OT OS"W HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON, POINT DESIGNATIONS 1845 AND 1848. PROJECTION IS WASHINGTON STATE PLANE NORTH ZONE, U.S. SURVEY FEET POINT DESIGNATION 1845 NORTHING: 186170.72 EASTING: 1316637.83 POINT DESIGNATION 1848 NORTHING: 183691.45 EASTING: 1311377.41 VERTICAL DATUM: VERTICAL DATUM IS NAVD88 BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON, POINT DESIGNATION 1848 POINT DESIGNATION 1848 ELEVATION: 411.28 PROJECT CONTROL PTO NORTHING EASTING ELEV DESC 1051 185736.52 1313366.97 429.14 XMAG 1057 187146.35 1313421.82 406.38 XRC 10561 184998.33 1313293.28 437.81 FMON 10713 185353.57 1313293.38 436.86 FMON 11284 186145.50 1313235.55 423.42 XPK ro PC STA 893+18.64 1 \ \ N: 183637.76 y E: 1313286.19 1DoI I I I I I PC STA 46.14 .11 PT STA 40.76 .21 -------------- --- ---� �- 1 I_ 1 N: 184046.14 N: 184240.76 \\ E: 1313324.37 E: 1313336.30 888+37 889+00 890M0 L2 891+00 gg2+00 693+00 Cl894+00 895+00 -�--- ---� ----------------- DUVALL AVENUE NE C-LINE - 8996+00 L3 897+00 VN: ^ '898+00 7+0 cz 899+00 900+00 900 902+00 $TA 888+37.14 1 183156.266 ------�� '------------- E:1313286.20 1 Iuj Z I I I ) 7PT STA 895+14.36 / I I I 1 E 131329898 15 3 E� CONSTRUCTION CENTERUNE I I I I I z � 1 I I I I I 1 I PLAN I I SCALE IN FEET Z R 0 50 100 -410004 SURVEYED: CITY OF RENTON All Lktw� DUVALL AVE NE DRAWING NO.DRAWN BY: KMB RECORDPUBUC WORKS RTATIO DIVISI NT PROJECT NO. 417790/5 DESIGN BY: DVS TRANSPORTATION DIVISION FED AID NO. CHECK BV: 1LD MLEgul-In winm 39Tn VENUE SE SUTE 100 DRAWINGS APPROVE FOR CONSTRUCTION ALIGNMENT PLAN PROD MGR: CMC BEGIN PROJECT TO STA 903+00 DATE' FEB 7A31b"2AauoVIF SST9"'9a�,< BY°DATE°grFfzi SHEET 1 OF 2 SHEET NO. 4 of s4 NUMBER REVISION DESCRIPTION BY APP. DATEFILE: PU2141779045-ALdwg �,,.. _ .gym PE NUMRFR I � I I I o I I z J----- L------- L4 904+00 905+00 906+00 PI STA 906+35.13 N: 184951.68 1 E: 1313336.29 I I I I I I I I 1 I I 1 I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 I I 1 1 PT #10561 1 1I PT#10713 I I I 907+00 L6 908+00 909+00 910 - C-LIINE - -� IPI STA 906+45.21 PI STA 908+35.21 7 - - N:184961.71 N: 185151.71 I E: 1313335.29 E: 1313335.34 / I I 1 I PT #11284 1 1 I 1 CHURCH DWY S STA 0+75.I CHURCH DWY N STA 0+80.00 I 72 N 186202.22 E 1313261.08 E 131325610 I1 11 PI STA 919+35.21 o ------y-------^� - N: 186251.70 --- E: 1313336.11 - m DO IS 916+00 17+00 91 +00 e o J CLINE STA 916+85.45= J11 PRIVATE DWY STA 0+00.00CLINE STA 917+96.21= N 196001.94 HURCH DWY S STA 0+00.00 E 1313336.05 N 186112.71 PRIVATE DWY STA 0+55.00 E1313336.08 N 186001.93 C-LINE STA 918+85.71= E 1313391.05 CHURCH DWY N STA 0+00.00 I N 186202.20 E 1313336.10 I I I REVISION DESCRIPTION I _ V I APP. I DATE J J 00 19+00 L9 _ 920+00 _ L10 _921+00 a = F C-LIINEI_ _---�-- PI STA 919+91.70 -- 1 N: 186308.15 I E: 1313334.03 SURVEYED: DRAWN BY: KMB DESIGN BY: DVS CHECK BY: AD PROI MGR: CIVIC +019a AVENUE W. SUIm IW PWv UP.WAEmNcr 74 r�i5}A F. S1®,8 FILE: PU2141779045-ALdwg e.•+�•.� 1 911+00 L7 912+00 913+00 914+00 1 -r - I - I - i - I-- - - + - - DUVALLAVENUENE PISTA 912+93.50 N: 185609.99 E: 1313335.95 ` I I I I I I I I PT#1051 CONSTRUCTION I I CENTERLINE N PLA\ SCALEINFEET 5SO0 1 0 00 re N Tr J O ut m 4A N w Z J m F Q I I � I I 1 1 r GROCERY BACK DWY STA 0+57.50 GROCERY DWY S STA 0+70.00 \ N 186461.63 I N 186669.03 GROCERY DWY N STA 0+69.99 E 1313280.07 I E 1313272.38 N 186967.50 \ e I E 1313291.49 I� PI STA 927+59.65 0 N: 187074.63 ---------i T--+""---_ E: 1313373.52 / +00 0 922+00 923 I- _{ - -0 924+00 C3 925+00 o - -T� - _ _ L11 826+00 eo DUVALL AVENUE NE 827+0o +{_ L13 929+00 _ 1929+71 PC STA 924+04.62 - - - - • -C-LINE STA 921+43.89= N: 186720.96 PTSTA925+05.86 GROCERY BACK DWY STA 0+00.00 E: 1313343.60 N: 186822.03 N 186460.30 E 1313337.56 CONSTRUCTION E: 1313349.15 PI STA 926+63.97 C-LINE STA 923+51.05= GROCERY DWY S STA 0+00.00 CENTERLINE N: 186979.56 PT#1057 END PROJECT GLINE DWY N TA 0+00.00 E: 1313362.78 N 186667.41 EP STA 929+71.43 E 1313342.36 GROCERY DWY N STA 6961.47 I N: 187285.62 \ N 313361.22 I E: 1313391.79 E 1313361.22 \ 1 \ PLAN I SCALE INFEU = R-410005 I 0 50 100 1 CITY OF RENTON WORKS DEPARTMENT DUVALL AVE NE DRAWINGNO. AL2 PROJECT NO. 2141779045 RECORDPUBLIC TRANSPORTATION DIVISION FED AID NO. APPRO OR CONSTRURION ALIGNMENT PLAN DRAWINGS STA 903+00 TO END PROJECT DATE: FEB 2021 BY:� DATElz/okieSHEET 2 OF 2 SHEETNO. 5 OF 94 Q 0 C) Nt W �� Ae NOTES: m W TRAVEL — TPaveLlnxE eME3LoxE xo`%4X Q c�E's-LACE MARKET VARIES 11' 11' TURN "ME 11' EARLIER PE TRAVEL LANE TRAVEL UN P� 3 ICCVPBNIOOVIIEPPEP[OPSID. SIDEW BI INIE EOION li A 2'OVEPIAY R 13 A ah')V i POCMEALLAS REQUIRED, J L UC WEMEM IREO,SEE POSXEF6 WP OMXS -------------/T -„m- BCEMENT CONIC REDESLEIRSCURS PERMRSUPLAN 101. Ex XMA PAVEMENT 6 AS sx o A. EXXMAPAVEMEN I III STA891r3 STA 893a69 6 C MPACIEDSUBOPADE. STA 89]r30 TO5TA 8)9a)O C� EX NMA PAVEMENT STA DE899r30 TO STA 899a53 MN EXISII PLANE. ANDGUnFPiO REMAIN. 5]A 895rCB TO STA 898r0IS S 6 ///'''�� EUXOECAPEPUNS. EM ITT ALK PE I CUR OLD DWALLAVESfA 893a9a TO STA 099r53 t` y IR Im.rvED „ME, SEE DATAD SHEETRDIOux Cox. $EL'T ON �A\ STA 693rfi9T05i 69]HO RECYCLE D ASPHALT PAVEMENT. NO SCALE STA 69]a]OTOSiA 633H0 ODIEIEDC FR EXTRUDED CURB TYPE 6. SEE DETAIL O SXEETflOBD�x OLWCUT. W AT It VARIES 5arosr ss' ss v Tuxx LANE RIXE w E 1 FURTHERSIDEWALK TEXHW TPwWi smFwnu FTMI EXXMAPAVEMEM PAV — — — — — — — —' II. VACANT ssFM STANANCIEESTn0�xSTA903+22fi'.~� NM4 PAVEMENT �t " MNE 13- SET TS N f s a.. ° POVEflLAV R, A5 6" S STA9WR6TOSTA903r61 STA9W12310STA905r36 STA 905,E6 TO STA 905r96 s SIDEWA r\ STA 90N15 TO STA 905Na15 S 4tM DUVALL AVE STA 9COW3 TO STA 905r96 6 B 6„ ° ° 2-OVERLAY S„RION STA 90i90BSCALE 5 IT - R-410006� REVISED i0 CONFORM WITH 6. A 2-OVEPIAV CONSTRUCTION RECORDS STA MI TO STA 905r66 S ut 4 10 309 BY: UK .AA' .EL CITY OF RENTON DUVALL AVE NE D R51 NAT AT �sqA 0. �L RECORD aaEPwa�x,.DL,M. IDEH r A$ �— NUMBER REVICSONMARIEWAI DRAWINGS ROADWAY SERIONS ' SHEET 1OF4 ACT ER 6 a M TF 7 NOTES: gCEMENT COn TeAENc wee AND G.GUTTER MR MR SEA cDNE Q PUN 101 RE O �IN.vAC[µEMENT CCHXw PREQUIRED. SEE EIE53 L3 FORTUNE Q�a. NCE3TRWR TRAVELLENE TRAVE.aM TRkVUNE TRPJELMNE METONEPE�IANRD wRMRMSEAPLAN 101 �MR HM � O. oe.3% M oERHEDeYRTAM iQPCO5E 7 SEE PE RUNS. STA 90fiP18 TO5TA 9Ya� a STAA16X3R3 TO 906N1 8oRORRDEXUIC°oEwCURB PLRP�R[ORSNOLPN103. ""I VARIES 5'1 REPWAIX FREE Ull RIC olSilgG EXmRRF DIKE CARE RDIDIfIEDCE WEFREFXIRYDED YRB 31YPE 6. SEE ttiPIL TURFSHIP I �` ii RECYCLEDASPHALTPAVEMENT Y /JIjF7II /� k O SAACUT D�nu MPitX ENI �°f O SHM $TA+90I6tS��S TOSTA SNNI MATCH TA A'bX98 TO STA 90 1 I1 sssI� oEwa% Die[iu SIDEWALK N uxB vSnRss 3� IIJ HE � ASIgy IY ' DUVALL AA SEA SMK6 TO STA 908+35 Ads MATCH EH SECTION e a 6 sTA 9CbwlTo sTA9UF89 A S NO SCALE EYE 65 STA 905K6TO STA 90GEN OWALL AVE STA SCSITO 9A�1E SECTIONTYP R-410007 RONS7=1TO CONFORM DS CONSTRUCTION RECORDS DATE: s9 1� 3/ 033 MS `°".".,R,3° I CITY OF RENTON ouvauavE NE o, RS2 KERl IS4 RECORD awEPwao�M,.w,M„ IxRX MMAW N �EA>mi DRAWINGS ROADWAY SECTIONS '•KATE NUMBER REVIVANDEACIPLAN i I Mll IIATTFF�� . SHEET OF Er n. 7aL• 0 0 0 0 Nt o w OCEME.oto ,RAFFICw BANRDV�RPQQRUTD PUN p 8 4N- VECMEN.� w .SREQRED,SEE�TCETRLARUI CpENOCPU.wAMRMPLOP�.o, oUSHEDSURF.CLINGTOPODUS.. oLANDSCAPE oWALKPERCURCTDRUN102 g wC««PDASPHALTP.VEME�xEDRo.o. o,:.�IEDCG ETE EXTRUDED CURB ,�sSEE DATAIL ovVACUT R-41008 �I a �,Vi ARUB.E�m CITYOFRENTON DuvauAVE NE o. R53 V/ ten— RECORD xa�wx�,.u�x iuox r MIDLAND DRAWINGS ROADWAY SOF4FAR imumninEviwxww�.xo.„„,,, SXEET30F4 ao ALI 1a1, 0 0 0 0 Nt o w IPP- STA919.70TOSTAPEI STA 9]3.� i0 SETA 9x]iy59 I I AST4H 11 Y5 OR S7A 921+86 TO STA 91 EX DUVALL AVE STA 919H4 TO STA 927+59 SECTION /1 NI TYP 01 OCEMENTt°N T.AEaCw.eANDDER,EROERCI PUN p.N., E CEMENT�I wOLAp REQUIRED, SEE 8 CEMENT C°NCELF PE�TR.RwX MRMRSTDPaN101 oENaS°SURF°°NDT°PCODME. o� RCAoKPCU.°. I12 WALERsroa0 gwLAPHPVERD.DCYCEDSALT.MEN ,.IECONTEXTRUDED CURB UM6SEE DETAILoRECIRIUM YCLED SAVAUT I 'j wxe mam urnnmrni M E3 °°FauY-410009 °•s Duvnu AVEAvesrA ws3T0 srnszus °. 6 SECTION /F1 5 NO SCALE ".mm ye CITVOF RENTON "POWE „ m RECORD TRANSPORTATION sox Mummy.Al DRAWINGS aaErvma��.I MIT PWJ MCI CBS; DUVALL AVE BE ROADWAY SECTIONS SHEET 4OF4 aevlseo To corvvoaN wRN CONSTRUCTION RECORDS D"m a u Ee 9vs RS4 O O O O Nt o w F- RIGHT -OF -WAY LEGEND: EM9TINRwMNT.DE.SNAY Si O EXISTINGFROPERTYUHNE CONSTRUCTION CENTER ONE 1023061310 DECREASED NRRT.DFIPAY ~ • a3A6a„aSR.MALT ® PROPOSED PERMANENT EASEMENT BE ' OR I\ RTA MITI TO SECRET I PROPOSED TEMPORARY z FEE WD M,.RRRi ® CONSTRUCTION EwsEMENT __________________J PROP05ED LICENSE TO CONSTRI FEAR M"M wow vna� _Ewa_ _ _ _ _ �Q4"BI D-LINE DUVALL AVENUE HEOR OR 1 I w FEET III RIGHT-OF-WAY TABLE > 1 �ry LIDUCY eo TOTAL Aarmnro ALSEEMENT FEE LTC E O a32,570 wEXEINZ 1ai36SI PROVEN RNAE NMSXX 14p3s BE USES III LIFE III NERVEQ Sam NONE ISA73 275 OF DATE 15,398 335PSEAI a6319 �i 316930W33 RPBPINVEST.1EX19. LLC Z&395 3091 2&395 I\, NAN. yK9TANSPECAR BE IW I �w DUVALLAVENUENE IFFE'" SPERM _ y &I _ M"M _ MIND _ M6µW PCSTA ENSCII R93r w.wAT �>wS+IA'i6 �-WE�®m_p-0 TSi4R9riU1 AS L- r �_e»wa�y —O— N I I I I I S O �s3w,PRCRm C-LINE IN 13 wPM3.w.69AY.wRi $ lu mvl «Om _ (/Tgolow INAPPOSE an Irww xx[I nm MONEAUL%MI wL6va�u6nLx.+FDow wumTPAw,.aas asmrzT \I wI s.Om PI S x 1; \`` « 6TP�wP].wWgi m I m CO.96orRr isrA I .9R.61 aT I ml sTPms.n.w,400" Ia' I z = __ ES UTATIM aPAR I I I I I WRISTRUC�OWRECORD PLAN R-410010DATEOF 0 AS BUD "�VU v«m CITY OFRENPNTON DUVALL AVE NE p RWl . RECORD I NUMBER m_ 3 Y' �— DRAWINGS PDVEDWE m'm.Unwx RN RIGHT OFWAYPION BEGIN RflOIECF TO STA 903.00 XOR�a� DOWN wSrnImJx �� . ®- SHEET l OF3 Er I I I I 1 I 6iA WMNdl2W1T I N I I 1 1 6rP 0.bW.O.9.aRi I F q� O 13 9 w ., lon( In i 1 I 4ca,yE,wNa,May '" 1 1 1 I« I 1 I I I ---- �1 ---T. ,T.,9L---J--1--1----------L-------L----------1--- V00'0300I 6TA9a&tt,m,4911T 6.15DN WS1AV �so" 05400 � "EME 0 49UPS _ 490N00 90N011 _ Von � 91110 � 9154� 91NW F glow � C-LINE DUVALL AVENUE NE _ _ _ _ Pixnmws.v wnAz - - sAa,zw4,4.4,5tlM siAaWrm%a, o]1rt alsrA 906.i5.1x AZIPI r.� T r w nn9�a 4N EL e, � —T==WENf ea&�sOrmOM ®s�wa S a.M�o.S I�PLANE SUCALEINFso EX REVISED TO CONFORM NTH CONSTRUCTION RECORDS LCATE W1(CO23 By ME 5 mmneex i 99.3131.72E RIGHT-OF-WAY LEGEND: 4Macwnv EXISHING EXISHING REVIEW LINE CONSTRUCTIONCENTIA LINE PROPOSED RIGUI WAY ® PPJF03EO PEPMPNEMEPYMENi CONSLEOTRUCTION ONN�EWENT TO NR 11 3 'x I STA6a9#SOfi1.PLOT O _— S Ira. EAN5111.944LT 3 STAB3n 92N10NM STA SALL192,6950LT \ ?. grAA4P9SE7aB1 5B T 1 �ws4 m5mmVfa Btwete2M n9wV - StlLI STA816.1S45,6954'LT I� 5 ° \\ N 6TA&h]O.S.YSOLi 91A9E6r1 LPEtl Ie MSS449RRT 1$ STA9IDWA1, N.9Li \ • STA931rN.DIU SERLT k1 O to B bTA@1H03q<BStlLi I� n91r49uC, 41. CG erw uc N� I mvT \ O sASTTA92I STUI u,u5nT a sw " a1W'LT m.a/1.�—� BOND F yyp Flg4_y"SEEN RULES5 �e�3�6x.50 6TABID�W.M.SB.50Li --y SrASUW?El. 4199LT CLINE —' LS__az9N0 _—� /�H 6s4. ^�eET�wo4a4aeaLT DUVALL AVENUE NE —411� r1� 49 L4L 41'BELT xrsrw.wE KAA9NSC0.63J KOASAUDIe 4'bb'SPL JJ MEANS ____ a—M+� _µ9E9Nl ____ wn /5 .9—)_ N6 26, E5AA7 9E]r5965 eA R USS9e457� J 6TA9PW P, U AERX 1 PLAIN SI IN CUT = R410011LN 18 ".EI CITY OF RENTON newmay CBS PUBLIC WEEKS COMPLAINT PISM, C RECORD BANSISEBTATION "wlaw"m'm"unw. :w. O DRAWINGS DUVALL AVE NE VAY PUN END PROLEC MINIPUMP) � LED SEETLE BE IFIVI STR�a T P0.0iECL PONT COORDTO RI M SUCCUTE v CDORDINATFW AlG `EL TO 0.ElOGiE — END GUYWRE WRE \\ N ` F `STASl, FUNCTION BOXY i[ nv[ i �G 4rD.- STOWA USTOW�(�lAH SM1N a UUVALL AVENUE NE \VuwD PIAN vRBASNEVDE ALK AIR AS SNERm9NEEDED,F NIGMOFWAY OX TRUCTION EASEMENT SAWCUTLINE nn PLANN� SILT FENCE PER wsooT WATER SCOM Or STORM O CATCPH WININ 216 NGERl PER VAN ® PROPOSED CATCH WIN, SEE SD mEFR MMOVECEMEMCONCNRR/ CURB AND SUITE ABANDON E%6NNG WATER MAIN RIEMMONCCEMEMCONWflE BRANCHES WALK CLEARING ADD MUMBI TRIM OVERHANGING T PU DEMOLITION FOR WE AS)MARK`RECYCLED RPAVEMENT REMOVINGFAVORABLE XNT <ON[. PLUMINGWITUMINOUS READY END,2 INCH DEPTH GENERAL RE BOF FOR GENERAL EROSION CONTROL NOTE. * SEE CH PLANS FOR SIGN REMOVAVEEmuION . R. THE AHMALT/COrvuETE OF MOOTION OMITS ARE APPR II <. CONTRACTORS SHALL NVELYCUT ADD MET IXISTIx IRM ATIax REMMOVVAL AND CLEAR ED ADD GRUBBING ELIm EXISTING EDFOR Isa, / z \ DEMOLITION NOTESFULL SSI IT FENCE SHMUL BE rIry INSIDE TXE UMNS OF naw aRTa. STEAM---�Enn--u—CZm_"`IN END _ REMOVETREE.IF 31`TQ \+calNnnroaroExlGOlG CINATE M111 CITY FORTO CONSOLIDATION g PROTECT SENDING FENCE GUAM MODELING WRONGDOING SEEN SLA 69H5 1 SLR PoH56, PUN IXGTING WATER MIN. _ PRINT An DUVALL AVENUE NE AD OARE XANDON STOW SEWER PIPE OR CULVERT BY PLUMEGRING OFFER SLAMS �, I CLHEAN E BUT OR OR CULVERT ENDS AND PILLING PIPE WITH CDT �iRD4 _ RICHMNG y _ _bRREAOR _ _ _ BROB� _ _ OO REMOVE E0.6TNG FIRE HYDRANT. MOVE wImNG UTIVry POLE FRY OTHERS)STALI . F7 REMOVE BOLLARD POST MOVE DRAINAGE STRUCTUREED EEJ PROTECT EXISTING UNITY POLE. V10 REMOVE STORM STAND PIPE/CVLVERT OR WATER PIPE. ' T - Q REMOVE FURNITURE ArvO r — s DRB/cD GVVE0. 12 TUSED 14 FEE Q. I �OOn NA W� I PRESERVE AND PROTECT TRIED). _I GMwmE LLE I. I14 pEMwECxnrvxELEAT orv. HE I z STAfiLF161, nMwEEXIST PAY DSwmow) I ENOTATE EX EDNO TELEPHONE urvEA5 NEEDED, By OTHERE. SLL''iO WON NE M PL 101E 1UMj E NOTATE EX ED NO TELE PH ON E AXE IT, By OTHERS nA61 IF I I 1 1 I0 SEE E PLAINS FOR TOY EOWPmEND REMOVAL AND E DUCATION?IOxAND SIGNAL NEVIBERECO S SCALE CONW R-410012 STRUCTIONRUCTON CONFORM DATE SCIESS SA DEAL CITY OF RENTON DUVALL AVE ME ERE SPl :o RECORDPH U NO ORD IN �— DRAWINGS RcwPwRCcxmwnwx SITE TO PREPAR TIC COM89 p: BEGINUMBERI MAXONDESCRIFFION APE Flu BUY, 3 FREEN SHEET S1OF5 00 E* PL ANY $H EET IOL$ Na YOF y!_ I EEL F EC R BEGIN // I IA END DUVALLAVENUE F SIC � — _ — _ — — — _ — — — _ --o — C LINE —:\�B REMOVE DRIVERS RPMFROM „ AND SE BE AINT TO ONES ON E LOCH i SEE CH SHEETAVE S FOR STATION LIMNS. RIGH,OFTWAY DRARLY OX TROCTION EVIDENCE SAWC HIGH V OWLY SILT FENCE PER W50m SET PLAN I MI REMOVE UTILITY �.�.�.�.�.�. w FENCES DE STORM O CATCHBAi]ERE PER COR PLAN6.p ® PROPOSED BATCH WIN, SEE SO SHEER REMOVECEMENECONCCVRB/ CURB AND GHTLER ABANDON E%6NNG WATER MAIN RIEMMWVVEOEMENECONOIETE CLEARING AND WELFARE, TRIM OVERHANGING RCHES AWALT WE ASRECYCLED MOVEMENT REMOVING VI X PAVEMENTPLANINGRUMINOUS NT <ON[. PAVEM EN, 3-INCH DEPTH GENERAL NOTES: TNOTE * SEE ON PLANS FOR SIGN RE LOCATION R. TXE AHMALAT/rorvcvDTE CD NOUTION LIMITS ARE APPR r INSIDE THE UNIT OF ROW OR TEE. DEMOLITION NOTES: Q. O REMCVETRSE. ED tu g ERD aFURTHER DO ATE.G:NE up ED AMENDED O THEHNEED OR OP COVERT DO US AX D PILEw6>I E WITH CDT Q Z OI REMOVE EX15TINQ FIRE HYDRANTTO POUND UTILITYUTILITYPOLE (RY OTHERS) aMOVE 7 REMOVE STUART POST Z 8 REMOVE MANAGE STRUCTURE. V9 PROTECT EXISTING UTILITY) POET. Q10 REMOVE STORM SEWER PIPE/C.LVERT OR WATER PIPE. MOVE PERFECTER AND GUTLER. PRESERVE AND PROTECT TREEDC ELEPHONE LINE TELE OTHERSSOL RELOCATE ER ISTIND HONE VAULT BYEOTHERSY O E PLAINS FOR CITY AND SIGNAL EOUIPNT RE EMOVAL AND EDUCATION REVISED TO CT ONR ECOR WITH DEAN R— 4 1 0 0 1 3 CONSTRUCTION RECOROB D L DATE Sh' DI US 40 rL.wlm mlmlrwv rmerelm lalln CHworomoTlslw LANCUOwro 1 POLL w",, 'REFUND: a .N. r, P CITY OF RENTON DOVAEL AVE NE w. $P2 ONE P wwlw :s `s ARNRY. _ RECORD AAMPYWAININDINMExr POORLY "IDNO_ : OR BLACK By �— DRAWINGS Arrno.YownrvxsNRULwN DINESON EILR VHRVARATION A "FAVOR ..,...... ....._.._.._... _ ... aF ... e.. . ."_�_._ r: MrzM UL "FAOR:saSTA 994.00 TO 5TA 903C00 wFETxI�opsEDw.FsNFFTT (HE 0 _ I PLAN SLWEINFET ® B 1 ,,m,umm (rL /vim 0 US I � WEST GASmE n J.1 1 WIT DATE CONSTRUCTION RECORDS N I BY DDC C LINE — 81PW DUVALL AVENUE NE 91N00 — -- RIGMOFWAY OX TROCTION INSOLVENT SAWCUTLINE HHIIG m SILT FENCE PER WSO pVwlsNN� AI REMOVE UTILITY TO EAMINDONEoNDDEARCENAho, w EPODE OF STORM ATER PIPE v CHILD 0 CATCH BASIN FAIRLYPER CAR TPLAN 216 30 — — — — — — — ® PROPOSED BATCH WIN, SEE ED SHEER ' ' ' ' ' ' ' ' ' ' REMOVECEMEMCONCOURB/ OCURB AND GLITCH ABANDON E%6NNG WATER NINN US 0.IHWVVCCEMENECONCaflE DO DO 0 ENGLAND, TRIM 90tALK �' . OVERHANGING NG BRANCHESD REA TPULVERGATIONFOR WE ASRECYCLEDPAVEMENT DO — REMOVING XNT <ON[. Q PAVEMENTPO Z PAVEMENT,] -INCH DEPTH GENERAL NOTES: sEESXEEr uTEOa GENTaALEROSION CONTROL NOTE. — r �>—=---- BEECH Puxs FOR slGry aEmavnVaemcAnorv. � R. THEASPNALT/CONCRETE DEMOLITION UMITSAREAPPR �— 13 ---------------------- PLAN ANR-410014 SSILT PENCE SEEMED BE r INSIDE THE UNITS DE ROW OR TCE. DEMOLITION NOTES: gof a�NGIWATERMIIN. O THE )MIT OR OP COVERT CARS AND PILEw6>IPE WITH CDT REMOVE(5) REMOVE EXISTIND FIRE HYDRANT VOTING CHILI POLE (By OTHERS)7 REMOVE BULLARD POST WOVE MANAGE STRUCTURE9 PROTECT EXISTING UTILIM POLE 10 WOVE STORM DENVERWPE/C.LVERT OR WATER PIPE. 11 REMOVE CURB/CURB AND GUTTER. 13 PRESERVE AND PROTECT TREEDC RELOVATE ISFIND LEPHONE VAULT, By OTHERS ]O]PLAINS FOR CITYOWNED SEE E POWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND FIXATION. ....,...,.,. �..,...... a M,,.,F CITY OF RENTON DUVALL AVE NE . o wwlwHo SIDI a'' `s mxyY. lns— RECORD weucwaRAHOSIDWERN 1111NORKY O. N.,,.... ,MxsrwnA,nxolxmx I.PNONN. CHECK VOR COE DRAWINGS uPRoxownrvxmwnwx S03ENDOITE PARAT ON"ItA wnmcR: ^^'^"Eg""'^ SLA 903a0DT I FIF 913M0 WELT �E¢3yA .. ...... ..................... ., ... .... e.......a.... ..� —�� rv: wrt.. <NFFTi OL 9 ra n 7 a LEGEND: - - -_— RIGEaFVAY TEMPORAOXSiPVRIgi EASEMENT r GAS TO SS SAWSU TLME d PIPE p HIGH PER WSOT /AN DEACTIVATED,BY IOPNNB31]LTFENCE pE�i�'��'WV� �.. AND SAUDI OF STOW . .'. .. .... .. .. .. .. .. �'..' .. .. .. .. .. .. .. ....E i ..' .. .. .. .. t .. .. .._.._.. 1 w CHBAN - - - up O POVNN„6_flEF<PEP6P LLINE ® PRT°YDGTNBASINSRISDSHEFR OY CURBREMAND NC BUFFER NCNPB/ DUVALL AVENUE NE tO "�--��--" cuxzanOGurrER PC FIRS sly oo sl5too 9IE+00 917+00 p Y F ABANDON E%6TNG WATER WIN REMOVE CEMENT CONCRETE RELEGATE TELLING SUPREME SEE ENTER ADD w SIMWa R Z ?' OVE HWNGING BRANCHES FINKS TRIM TPULSEEMIZATIONFOR U WE ASSO RECYCLEDPAVEMENT r_i�-•.. _ . . ...•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•i=�.'.'. /�.'.L'.•.'.'.' ' ' ' . .. g Rem°vwe xuT<Dxc. AD - TASHKENT°5P PUMIHNOUS 30 IF OF PAVEMENT13l-INCH DEATH 12 PIPE 15 IS GULF 15 GENERAL NOTES: TA 46.D'AT DI m TFRTEARSEE SHEET TEL FOR GENERAL EROSION CONTROL NOTE. iBEE V 2, BEECH PLANS FOR SIGN REMOVALELOCATION. PIANO ETA ^G°0.i B. THE ASpERENNCRETE DEMODNON OMITS ARE APPROXIMATE. ASPHALT CDNT�o REMOVAL omits SHAD BE MARKED IN THE ruLNWkCWRSMAL HE AND SPONIBLEE FOv cDPPEDINAnox aF ,IIu �� R'y FIELD SURPRISE PRIOR TO DEMOLITION Ac°V°ES. Esi GASL ME TO � I 4 J44Li Y0, T, PACTO A SYSTEM MPI Xo ENCCHAUNTERENG oW HI TOR SHALL A CATLY CUT AND THHE`4 WE SHOUTEDG I FOR ANDDECON D W� BEGINACTIVE ACSuxGASONE G A&rLT s, s oLnFNCEsxnuems mEIXEUMrts OF n°w OR TOP AND UPS DEACTIVATES, r z TOOSEAMASDNE Bv°ruBss ExD . STA BERa0, 4EOAID6TI OTHERS m, O aDEMOLITION NOTES: n TA scs+Bz, ST BUESLn .. / w.ev °T _�T L s AND DEACTIVATED, B BEGIN '� 0REMOVETTE STA G.DA u.0L •. STA919 OD �'_'J� STAvzs L z LATER PUMPING FENCE 410 UP III �. _ _°�0 L: P°` PLUG E,NTINGWATER MIN. GO / / _ NO ABANDON STOW SEWER PIPE DRNLVEE BY DUMPING DTx m — — E INLET OR OR NLVERT ENDS AND PILLING pPE WITH CDT. //17 (/-/;i/' /./. ��-//.. - _ ___ __ _ REMMOVE OVE POLLS IMS FIRE ANT. SO �' C 7- / /-/- WI RUSHOJ POLE (By OTHERS) 8 a PIPE _ s MOVE BOLIAND POST GO Po A PP V O O - .1 MOVE DRAINAGE STRUCTURE. LED TFZB.US r - _ _ _ . _ _ 919.0_ _ STA Lr —I- _ � Bzt.Bx_ ONE BMW _ B $ Dr[cr EXISTING urILIT. PDLE. i ;::ai.,3.OGG DUVALL AVENUE NE —~ m10 An MOVE sr°BM SPENT PIPE/NLVEroxWATER PIPE. = SCHEDVMEABN — N MOVE (OPOSSUM AND GUTTERWATER. GO - REMOVAL rUSEDEJ M PRESERVE AND . aESE 13 MOVENANELmA oNEnSI. .I I., FIFE.. �. — __ - - - - - ..... _-- _—_—__ RE — .. ..----------------------------- aRELOCATE EXISTIETELEPHONE UNEAENEEDED, B. OTHERS U 31 ART La `-.' 16 RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. ]O] SEE E PLAINS FOR cm- OWED ILLUMINATION AND SIGNAL 16 VRB AND SIDEWALK SA9LIM59 SHEETpVSN EDEDSEE EQUIPMENT REMOVAL AND RELOCATION. RVISEDTUDONWTH �EFT . R-410015 F VSED FDA CO FORMRECORDS 5 A91 O3ALVIN END 1 6 OF USA NT l a 20 AS awzv w_ CITY OF RENTON DUVALL AVE NE w $P4 w - x RECORDNVAI i 3 Br, lyz— mN va,,..._ CHEM °i �- DRAWINGS Ro'xownrvxmwnwx SITE PREPARATION A R: STA 913+ODTO STA 9i3M0 ETruo�ora aF SHEET OOF5 PIGXFOFWAY ® WFsi oLINFiO STA9i y MAGNITUDE OXSiPURIgi FPSFMEM eEaIi9TG nppvisNe13nslor FEna rERwsoor BYO HERS E DI VA 53 B936r63, (.. J°=ANDOWVV� ,.(�STROFF OF STOW W LFHIGH VIs2Nry 74L. 1 2GY FaEll 741� XIFG��G AOw. PTO_ �FnE.ruiil.o..00. /'/'/'/'/'/ REMOVERRWNDDT v 1 -J.3� ENELO ® PROPOSEDuTa WIN,sERmsxERTS curat - ___ OHACMENNFCURB AND ECONCRETE Ro // !///N^ } M ABANDON CASTLE WATER WIN O 'VwV" ✓vFr..V,n.V�✓U�.N N^ i^. ^ 1x 3 = ESIDEWALK MEMCONWER CUSAIRING TRIM 17 - _ ED N --� OLTr1 9]6F0= - OVERXGXGBPANCHAl ii ~� F O N + _BM 0 _ FRUIT'- �VSEP6`RECYC6O PAVEMENT GO - - �_ _ — _ 27, 6 � REMOVING ASPHALTCONC. DUVALL AVENUE NE - - - ----, Pu PxVEMENT ncaxuMlxous V T� . T SCHEDULED � H PAVEMEM,?INCH OEPFN SOa __._--_,_— REMOVAL GENERAL xEEr�TraR GENERAL EROSION CONTROL NOTE . — — — — — — — — — — — — — — — — — — — — — -.— �� 5� _ WATER0 O z. SOCH PLAINS FOR SIGN REMGVAVRELOCAnoN. ------ 10 _ = T.FEE AEPHAUTrDONERETEGEMGNnGNLIMITS ARE APPROXIMATE . ASPHA EMONNL RELTR`ACTORSTANND.HE NxEIn�EEFORCO oRDINATIRNOF `-- ___ - FIELD MRoxsxwmOPROGR SSSTREERmRAnoxaF d / ET EI BEARININIFEET m CONTRACTORSEASURED ALL A TARY CUT ND GET unXCITE STA '* & � ® ---- a. XEmM�NE Xo 6Eµ xGµo GP HIN THE LILIMNS FRIIRurtN ERR 0 AD 927,5E, Ed 3RITT IDET EUMREDFROWGRTa. DEMOLITION NOTES: Iry go° aMBERSWATERMIIN. O° TTHE ISLET OR OP NIVEmiARE nXoi¢LINGR>IFOUNDED E WITH CDTTxE Os REMOVE EXISTING FIRE HYDRANT. REMOVEHIry POLE (RY OTHERS) REMOVE. R DLURDr DST 8 REMOVE DRAINAGE STRUCTURE. &9 PROTECT ADDLING UFFLNY POLE. 10 MOVE 5TGRM SEWER PIPE/FULVERTOR WATER PIPE. i11 REMOVE (URBSCDRR AND GLITTER. A 12 NUTUDED. a13 PRESERVE AND PROTEST TREED). REMOVE TION REGLATE EXISTING ELEPHONE LINE A5 NEEDED, By $RE LATE EXISTING TELEPHONIM°MlwnOTHERON SIGNAL n R-410016 °`°u'`E .EaAND REmAnON. REwsao To coxroxm WITH DATE OCAD RECORDS 6 AT DOC `�-_ CITY OF RENTON DUVALL AVE SHEMENT W sPs p WEI RECORD a'' R+I 1WsERN LYNN 3a"�DRAWINGS 'SITE VREvaxanoN sr 91 SHEETSHEop-O SHEETS OF z IN 6 9rtA PM tvIL BE DO OroEER NSTRUCJ CEMENT CONIC MUCCIENTRANCE SEE pONSTRDRCEMENT MESIDEW.LPFAR FOR SEES CAN (D CONSTRUCT CEMENT CONIC TRAFFIC CURB AND CENTER PER D CAN 101 ONSRUCTCEMENT MNEPEORTRIANCURN E. COB SM N 101. pONSTRU MENTCONCTRAFHECURB PER EORS,D OPEWSDD.EFEAR DPIf.D,34,.NTMINK P PEPNMLE OroEmONAPERREDETSTDPMNIMMNUECEMENT CONIC CU US CLAIM P TYPE LE O�.RR.ETHICKE E EATBACK OFSDEWARPE 11 AM IN MU.DO ,. ACEA�BEG EWNPER EELF MADE. 12 NHOLE VALVE BOX. OCONSTRUCT CENTER MEDIIN PR DOME L SEE SHEET RUNS VR BUDGET STD PLAN PIYPEPOPALEL& O 0 MNSMUU WANT PER SH EETS B➢i AND ALL MONUMENT AND g EESHEET EDWDEWENKDETAIL AR HY PER CDR SEE PLAN33101 SEE WA SHEER• G Lry P EGEND: CE EUTCONC SIDEWALK EasEmExT [wE Nr�DRiWWAYENTRNNa OP " EU FVEM NT fULLDE M ®®N.11DRWEWPY APPROACH LRMICAPE.RE..SEELANDEUPEMMN ROWPEM.uFDNEE�H ROADWAY HIMA M W PD M.n r MIN OV EnuY oNSTRd�°"R PONDS R -410 017 TO A0 DURV`Tm CITY OF RENTON DUVADAVE HE 01FAIMPERNG, RDI x 6�RECORD v. SYS_ iwx DRAWINGS PAT .a.Bv aWEPwa�,.DEM. FLESH TODPa52+.E m N . BEGIN TO STn 5P60NUMBER REVIUMMMAI�N FT SHEET 10F 10 B' �-°f= 00 / y z \ LLI 0000 � Z lYal `�li�d�l� CONTRACTOR TO REMOVE AND REINSTALL EXISTING w— CURBING WITH 3' BREAKS. CONTRACTOR TO — COORDINATE WITH CITY PRIOR TO INSTALLATION AND -w— SALVAGE REMAINING CURBING TO THE CITY. C-LINE DUVALL AVENUE NE�IF / 'STA 893+18.6C 4 891+00 892+00 893+00 �— I STA 893+18.6It STA 891+89.10 SEE SHEET GR2 �32.5'RT 32.5'RT 2 3 6 2 3 PC 6 SEE SHEET GR2 ro "0' 430, 420, �SEESHEETGRI I 2 I 664950-0130 PLAN Z SCALE IN FEET zr 0 20 40 0 OD 0 10 S 893+69.1,- 39.0'RT I EGIN VIHIGH WALL I I I I I I I 430 EXISTING GRADE AT C-LINE (TYP) __- 420 EXISTING GRADE AT C-LINE (TYP) m nn o m a N M V V 1!1 i U 1!G �O 4e 16 1� n a a v e v v v v v v v 891+00 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE: 09/10/2023 BY: DVS 892+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' 893+00 894+00 NOTES: CCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. O2 CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. O3 CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PEI COR STD PLAN 101. cr 4O CONSTRUCT CEMENT CONIC. PEDESTRIAN CURB PER COR STI Lu PLAN 101. W H O CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD W PLAN 101. W N O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL 0 PER WSDOT STD PLAN F-40.12-03. 0 d' O CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE 00 DIRECTION A PER WSDOT STD PLAN F-40.16-03. Fa- Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER N DETAIL 2, SHEET RD10. w z O9 NOT USED. ZI = 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. ♦- 11 ADJUST CATCH BASIN. 12 ADIUSTMANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD1C 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND W D3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEE SHEET E10 FOR SIDEWALK DETAIL. rA0 OCONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: RIGHT-OF-WAY TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE TmmqmHMA CL Y2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT 1777 HMA CL Y2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL %" PG 64-22 FULL DEPTH ROADWAY HMA CO/2" PG 64-22 2" MIN OVERLAY R-410018 c2 'Q 4aR Of AO '/S s < ' 9e9� F� `yS10NAL l wv�, DRAWN BY: CID DESIGN BY: DVS CHECK BY: JED PROI MGR: CIVIC FILE: PU2141779045-RD.dwg RECORD in m1saem Avsxus ss smrt im DRAWINGS PuvuwP. WASHINGTON w3ra r� Wxmmaama.eiss CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION APPROVED FOR CONSTRURION BY: DATE: DUVALL AVE NE PLAN AND PROFILE STA 891+50 TO STA 894+00 SHEET 2 OF 10 DRAWING N°. RD PROJECT NO. 214177921}127Z(�$5 FED AID NO. DATE: FE82�OF 944 SHEET NO. IS OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE 00 / y z \ LLI 0000 � Z lYal `�li�d�l� CONTRACTOR TO REMOVE AND REINSTALL EXISTING w— CURBING WITH 3' BREAKS. CONTRACTOR TO — COORDINATE WITH CITY PRIOR TO INSTALLATION AND -w— SALVAGE REMAINING CURBING TO THE CITY. C-LINE DUVALL AVENUE NE�IF / 'STA 893+18.6C 4 891+00 892+00 893+00 �— I STA 893+18.6It STA 891+89.10 SEE SHEET GR2 �32.5'RT 32.5'RT 2 3 6 2 3 PC 6 SEE SHEET GR2 ro "0' 430, 420, �SEESHEETGRI I 2 I 664950-0130 PLAN Z SCALE IN FEET zr 0 20 40 0 OD 0 10 S 893+69.1,- 39.0'RT I EGIN VIHIGH WALL I I I I I I I 430 EXISTING GRADE AT C-LINE (TYP) __- 420 EXISTING GRADE AT C-LINE (TYP) m nn o m a N M V V 1!1 i U 1!G �O 4e 16 1� n a a v e v v v v v v v 891+00 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE: 09/10/2023 BY: DVS 892+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' 893+00 894+00 NOTES: OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. O2 CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. O3 CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PEI COR STD PLAN 101. cr 4O CONSTRUCT CEMENT CONIC. PEDESTRIAN CURB PER COR STI Lu PLAN 101. W H O CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD W PLAN 101. W N O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL 0 PER WSDOT STD PLAN F-40.12-03. 0 d' O CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE 00 DIRECTION A PER WSDOT STD PLAN F-40.16-03. Fa- Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER N DETAIL 2, SHEET POLO. w z O9 NOT USED. ZI = 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. ♦- 11 ADJUST CATCH BASIN. 12 ADIUSTMANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD1C 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND W D3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEE SHEET E10 FOR SIDEWALK DETAIL. rA0 OCONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1. SEE WA SHEETS. LEGEND: RIGHT-OF-WAY TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE TmmqmHMA CL Y2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT 1777 HMA CL Y2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL %" PG 64-22 FULL DEPTH ROADWAY HMA CO/2" PG 64-22 2" MIN OVERLAY R-410019 4,RwGo W4 SG t s l R � m � U390 F� `yS10NAL l wv�, DRAWN BY: CID DESIGN BY: DVS CHECK BY: JED PROI MGR: CIVIC FILE: PU2141779045-RD.dwg RECORD in m1saem Avsxus ss smrt im DRAWINGS PuvuwP. WASHINGTON W31a r s mmmmaama.eiss CITY OF RENTON DEPARTMENT PUBLICW TRANSPORTATION TRANSPORTATION DIVISION DIVISION APPROVED FOR CONSTRUCTION BY: DATE' DUVALL AVE NE PLAN AND PROFILE STA 891+50 TO STA 894+00 SHEET 2 OF 10 DRAWING NO. RD2 PROIECTNO. 214177921}127Z(�$5 FED AID NO. DATE: FE82�Ei-242L21242L21 SHEET NO. IS OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE I • TF 7 MA MP NP W'HIGXWNL `P FXp3XIGX WALL BEGIN"' HIGH WALL SfAB95E55o EM IN IA HIGHW BFG PLL BEG / EAGIXzxIH `ETP®U35p IS C HIGH WALL BEG 3'X/XW J IN L. ALL 1 5 IU]85-01]O Y3]BS-Olb IQ]IS-01W / PLAN I F IN MET ®p ANSI'x I4I WALL BEGINLBIGXWPLL 8 I!}]B$-0150 I jA F0.pN"A➢ 'r' GICEDEATCAUNE s "IS Aaeawin wl e91 =1 .zo ___ __ _ ____ -0e3M -'- EYI POP Ol EMMACI MffAS9I AxISTI HE; PLIMPTO v I Rnl PRJFO"ED GRADE AT L'A"m -LINE MENBE PC 9 Eng D 9vA WB�pO 09N00 89GW0 PROFILE HUGE I M TerCHAIR - "I WIND CITY OF RENTON RECORD PUBLIC MOVE DOMEMEND TRANNUARTATPEN GRACE DRAWINGSGROVELPER PERPETRATED vin NOTES: OCONSTR CEMENT COI DRIVEWAY ENTRANCE SEE DUN FIFTER Oa CT CEMENT PUMP SIDEWALK FAR MAL PLAN (D CORiO CEIMGEENT COI TRAFFIC CURB AND GUTTER PER NSTRUCT CEMENT PUMP ILAN CURB PER COB SO RCURB O ON TU. )BE MENTCOITRAFFIC PER EURsro n PLAN 101. Om PmEPARALUL z mom MD PLAN F-401343. TO n0 `o RECEONAPERMEETI PLAIN REMANDED BE So �B RATSACKOFBmEVEALK RE CnAH3.CTTHIMUNED D. NOETUSED NO 0 CEWALLPERsEMw. sarsw xm i11 P�usTRi CATCH NHOLE 13 Usi VALVE BOX. OCONSTRUCT CENTER MEDIAN PER DEFEND L SEE SHELF RUNS OVR CONSTRUCT CEMENT COI CU US SAM B. PTYPE PARALLEL API 3TE PLANFd0.11A3. CONSTRUCT WALL An wnz AND 0 COM 17INSTALLMONUMBsDER RA asv CONSTRUCT my GIGO v oiuN 33101 SEE WF sii�. LEGEND:ry RIGHTONEWAY RY ax AUGMENT SUBORNER CE ENTTCCONC T [wALEryxIWwaY ENTRANCE , ED 64 fULLEACH �MR EU APC VEM UT ®PMEN %'PC&I DRIVEWAY vR ANOTCLUESE ARM - SEE ON DEEPER vux aEx PG&IFULL DEBT ROADWAY®MAN NP xmP a VC PG 12- MIN marame R-410020 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE 0311012C3 By DUVALL AVE NE RRD3 mDAPHENARROW PLAN AND PROFILE REPAIR 11 TA 894+00 TO STA 898+50 PUT .a>mL SHEET 3OF 10 Erw �afU, i5P F E ARE SCALE IN ttl Y/ e R Io PROP05EDGMDEA d UP UYVI GS1 m IN m sTAzsL� Z 0.85% — ---� a BELL OJ8% FXI3TING GRADE AT cuism WEI EXISTMNSORADEAT XAI PRDPoSEDGRADEAT DNEmPI uNEDYVI �E nK' PB _ ¢9 w B aS no," 888N8 wvwS a z a EX OP DE HE BUNS 000NST CEMENT„ MOONSETENTRANCE SEE US NEED pa CT CEMENT MNESIDEWALRFAR FOR STECAR (DCORSTR CITAN CEME. „ TRAfHECURB AND GUTER PER 0 CONSTRUCT CEMENT MINE PED RIAN CURB PER COB SEE) PLAIN 101. ONSTRU MENT�„<TRAf�CURBPEREDR5TD IN D:wSDD.EDPIARf.DL3�.NSEFRUCTCOMENTIEFEW PrPEP LLLL OroEGEONAPERMEETSEERANF.ELGE3 LE (DTHICKNESS EATRADKOFRmEVEAU PE PRETEXTS CONS RUCT CAST 1 AMESST p�DLEADS uLPER EEnwm. AMUST NHOLE ALVE OCONSTRUCT CENTER MEDIIN PON DOME LSEE SHELF ADD CONSTRUCT OVR MEET ST) PLAN F40.12.03. PTYPE PARALLEL & CONSTRUCT G6TiNAUR WALL PER SH SEES W➢i AND Owi AND ALL MONUMENT g EESHOT EDWDEwENKDETAIL AR ETE PAD MUCH D GHY ry PER CDRSE PIUNN3101 SEE WA 5NEMS. LEGEND: COMMODOREIDEVK EasEmExT SAL LAG u%JERnawaY ENTRAxa POSTED A CL AVEM ENT fULLDE M ® AP ROACH PG M.0 DnrvSwnv �TAPEARM.SEELANDSCAPEPMN ®RHIMA O DWPY PG N.0 FULLEETM NMA CLEI' PC 64.223 MIN OVENUV R-410021 PROFILE REVISED T(I CONFd3M"FOR CONSTRUCTION RECORDS 03hNmn BY. DEG T. vertu OUVALLAVENE o. RDA a°4 CITY OF RENTON �^2 �. RECORD isoN .0. DRAWINGS awEPwa�M,.u_,�D. PIA+ ANC PRDNLE MUMBLE 0 W STA 89SHEE T4 STA903+DO LED F SHEET00F 1O M' �-°f= SEE I Rw l'1 m SERVE C�39 SO x� E%IEINGGRFDEAT C NEDAN PVI E6 4436.53 0.>6% 0.> % 616 PROPOSEDGRADEAT 36 IX RA EAT CLINE RED IrvMPI wxOYPI SHARED MUSEUM OWNER 907p0 PROFILE SO CITY OF RENTON RECORD ITRANXISSMATPON soN �— DRAWINGSAPPROVEDPER CANXTRAD N I MIT roEER CEMENT CONCDRWWMAYENTRANCE SEE DW (D a CT CEMENT FEW SIDEWALK FAR FORST) CAR (DCONSTRCTCEMCANE. NICTRAFFIC CURB AND GUTER PER CONSTRUCT CEMENT FEW PED RIAN CURB PER COB SEE) PLAN 101. pONSTRU MENTCONCTRAf�CURBPIXEOR5,D OPEWSDD.EDFEARF.1M43.NSTRUCTCESIMENTMINK PrPEP LLLL NSTRUCT CEMENT CONIC CC ED FAR P TYPE OroECTEDAPERASSETST)CARF-116D3 LE O�ARR.ETHREATEEETRI. EATBACK OFSIBEGAN A 10 11 AM IN ME.ST A�WMM EWALL PEREEEWD,. 12 NHOLE TVALVE OCONSTRUCT CENTER MEDIAN PER DETNL L SEE SHELF RUNS OCONSTRUCT CEMENT CONIC CC RD FAR VR0 >Wl GREAT 5TFdll 0..03. PTYPE PARALLEL R CTGFFIN�PUR WALL PER SP LETS W➢i AND OW3 AND COVER gEDSIDEWE SEE DESTEALL SONKDUAIL ONSTRUCT 5� AM TRICK PE N PER CDR AEG PLAN33101 SEE WA SNEER• G LEGEND:ROBI CE E CCONC REVENUE ON RESIGN �AWAYENALLExl TTxua OMA CL EU AVEMENT fULLDE M ®AP R ACH 66.,,DRMEWAY EXPERTISE ARM. SEE ANGROUPS PLANS ®RMEN aO DWAY PG N.11LLE FUEL N MA CL%-PC 64.113 MIN OVERLAY 1:1-410022 900,01) REVILED TO CONFORM WITH CONSTRUCTION RECORDS DATA XVIMM DUVALL AVE NE Ou 00. LAN AND PROFILE 03+00 TO STA 908+00 PACT .aMM SHEET 5OF 10 Er No. U afIS 1IIIIIII ■t z 11 GUITERFORUPIRVENF SUBUR Nw?ni?A RI © ND CURBnn v, Q �P ANIN UT THICKENED EDGE, BEGIN TRATFIC CURB AND GUITTER STAN 911172 NO IT O r ------ --_—__ r- vBcn mn�rx rn MIDI GOL53 K-1 POSTAIII LE R�UEAUUI ^ S �^ >3 a PAN 5TA9Nr sT PAST OILSKIN -o Esn 39. Ewa .a5P Gm ^ 8 ww ______ a -x.o9n KA SHANXI E EUL43 E SLIDE l PR )GRARUNIERAT EXIBUI AN PaoEAB UNEFrPI wx R5*1 wa wG -a DO ma w0 �S R R ^.& -R NOTES: CONSTRUCTY ENTRANCE SEE ON EED O CEMENT MIND SIIODEVw LAx PER can M PLAN 102, Y O[ONSTOCTCEMALANE_ ENT MARC TRAFFIC CURB AND GUTTER PER ^ OCONTRL CEMENT MIND PEDESTRIAN CURB PER con DO PLAIN OCONTRU MARCENT NL TRAFFIC CURB PER COR OR PLAIN O STRUCTCHMENTOONIC °mEPAULIEL TIP PER mom no PLAN Fm ILAN. OCONSTRUCT CEMENT MARC DO ED FLAM P TYPE LE DIRECTION A PER ANSI M vuBZ F40A&AL. O CONSTRUCT INFORME CTINRME ROPER AT NAM OF SINEWARK RE OBT_ STR xUCTSEATINAELAEWALLPEREEMWDT AM SAT CAUTCH Ix. 2 MANHOLE AMUST LIB OCONSTRUCT CENTER MORGAN PON BOND L SEE EMET RUN OMARC CONSTRUCT PTYPE PARALLEL DO ED FLAM & VR BOOST ON PWl F40.12.03. WNL PER SX EETS W➢i AND 0 W3CONSTRUCTGFFINPUR ALL E AND g SEERESTEB FOR SIDEWALK DETAIL, — CONSTRUCT I AM ICONCRETE OP POPULARPER COB PUN31SEE WA 5xEAS. LEGEND:RIGHTTAFTIVALY CONSTRUCTION FARM ExT CE ENCONSIDEWNK IEWANUrUUjoxi wnv EncixNza M&4 22WFxwLLDW Oun LLL M.,,DRNEWA. q®APPROACH LAOCAPEARD.SEEMNDEUPEPLAN ®ROADWAY PDM.uFDDDE�N SUCH NmAMPS'POM.zzrmINOVEAur 90BN0 109,00 MONO MIND MIWp qNW PINES ERT V-4 R-410023 REVISED T°CONFORM WRN CONSTRUCTION RECORDS LATE DEC M/1012023 By INS `a�0 vertu OUVALLAVE NE o. RD6 T. CITY OF RENTON NUMBER CENCI Mll "I I upp MDAU k �^2 �. RECORD isox� GENCEN 1!1 NEW DRAWINGS awwwa¢rmxuT'mu POPPLAN ANU PROFILE �w FACED, STA 908,00 TO STA 9131 rlM ASTm1 I SIX SHEET 6OF 10 M' Ya_E Q C) r) W BEGIN 3 HIGH WALL 102805o TRANSTONWESTSDECBDSS STA915r6q GANDEF0.CM 3%TO M O ND BEGIN WEST SIDE CR055 BEGIfry1iEM9 XN4DIE m sPsiRnrvSiox BE TSIS SI 916K3-3*. ENDWESIDECING J ------ ` T C LIFE 4ALL AVENUE BE / 5 AD I BEGIN THIGH OP SHIM BIRDS HIGH ESSEE MATCHSMTAGff� `SEA N2'HIG] E BEGINS HIGH W\-STAINLES S, µO, HD 2'HIGH WALL uo5AT BEGINI'HWALL IGH PRONDEM MAXIMUM DPAD WIDTH WINES PLAIN SCALE IN FLn NOTES: A BEGIN C GWVS DEGRADATION SH Ei PYR O CO CEMENT CUHC DRIVEWAY EMMXCESEEDUN SETS. GIN amO3 BEER LP R CEMENT CONNE SID PER BOX PER PLAIN to ISS O NSIDPNN CEMENTHC TRAFFIC CURB AND GUTTER PER w OO101 UP ELL O CONSIMUCT PLAIN 10. CEMENT CON[. PEDESTRIAN CURB PER COB SEES Ynwn IDEA FFOR ORIVEWAY O CURB PER SORT s CEMENT mxc UPSROLE BIZARRE, 32 5 IT PLAIN OCURIBURANBE PMEPAMLIEL M�HRI� oil on WSOm SiDRVN Fd0.12D3 Q O EF SINGLE STA ]♦3. DIRECTION AERASDm na PLAN iM16m5 YxGH WAu� O EO EDGE AT BAIXOF510EW<4 PEP 1O6 BEGIN E WALL v�O ATAIIBE LZACESTRDIDCT AD NOTusfo. ' S-0En VIEnwDt. a3.P0.i-'AP_ 1 ADAU5ID 3ulCry RAT x¢wuErEP STAyEITAP12 USi MPXHOEF. t URBOX. FH2 GXW STA SIDES SU 3Rtl0. 1u-9m1 ONSTRUCT LOWER MODERN PON DFiMLLSEE SHEETPDP 9sA 4•tl BEN vmf9erwLELBG' HIGH W GIWXGX O Pw3omnovlAx FmlzmBE„SI„ WALL V TO 2IT SUN WALL CONSTRUCT WALL PER SX EFTS W➢L AND AN vc C.ts EA XWEDED nISE71 A H SE Ewuse''s A� & EW 280 531.983i3 s3 $ -E33% ___ EL am 4 W --- ---- BwSTA w 1 .- ------ ___ �Y GRACEE)AT P0.0iJ5FDGPRM4i � W CCARCENGUNEDI cuxFOrPI wrvFDYPI __�W LANDHOLDER [ gbTNG4PA0FPT PREFOSSIDGRADEAT LINE HOPI "NEREAR) "a °e 9 "a `M "a z = = ID "a "a z IS TIES ='a = "a "IS "a 3 CH 3 3 � % % � % a = 19+9.W 9+uee 9+wee PROFILE 9+uM HORNS FQU BEER, PACT ..ETm. RECORD SRI GOO. �- DRAWINGS ME I III ...awEP.DaT�O�RDEPARTMENT ENTON tWHAT 17 INSTALLESPOB UMENTICESEANDCOVAIR SEE SHEET ERHERBWEAPKPOLAR, OHAPPENED imyoiu310 SEWSHETS PB 1E F SHEETS. LEGEND: USED rou6V CONnnUCTlcx ENGINEER CE BERWELL. SIDEWALK CUWFC slam EwAUDrm I WAYENTTRANCE �EFAEUAVEMIDE M C. US FOR aLE' PG M-u DRNEWAY USED APPROACH AREA.SEELAND6uPEPLAN ®HI DCIUPU-aFULLDEmH � AY HMI PG 61 MIN OVERUY `2R-410024 REVISER TODS WITH CONSTRUCTIONCTION RERE DATE 03/NINd 3v ES DUVALLAVE HE MEWHOW. RD% u zNtvs^w PLAN AND PROFILE IT 913X00 TO STA 918+00 .a.w SHEET 7 OF 10 ETN]. �B*I O O O O Nt W ® 0 4UTEXPRESSED rtx FOR OFPHRAMP SUN PER MR IMF STA 9B9.SY m,� T STY --z—o1e�'—��N scE:R DEPRESSED CURB AND ADVISER FOR DEURBTH�S TO STA BEGIN F TION ---.,.ems — \ e 14 sDRAro-rolls _ END 2 HIGH WALL AS E -.1 0�—.. T S ENMSNiODA X HIS IT AOF BEGIN 2 I4NW SEA 1 T A NOy BEEF an3WOOD, SEE SORT W3 SHAFT 40.5 H, AP AS HE AP END HIGHWA SHEET ERR SEE STABOB AT9p _ 7Bnz STABr+ SF z1X 4P At SEE SHEET WELL wO 3 S] Eno ON FOR WALL DETAILS BEGIN TRANSITIONWAIL HEIGHT PU1N EORWALLOETAILS 10EY3-9%1 a EOMIP'T 1 SCALEIN ED Dim I AIa II Am NOTES: is lasaw-Maw CONSTRUCT CEMENT 00x DRIVEWAY ENTRANCE SEE DW ANDRS IMMUNE 0 CONSTRUCTCEMENT MINE. SIDEWALK PER COR BEER PLAN CONSTRUCT CEMENT 00� TRAFFIC CURB AND GUTTER PER #Btl — — — (DOLE STD PLAN 101 BY ONTRUC MENTMNEPEDESTRIAN CURB EROB ADD aNtDt MENTEDN�TRAEECURB PER OCR s,D CE \ 000STRUTCUMENNF.D.3U9. PWPEPARALIEL �E�"wC E AS BUD TER ® WON —6 ^N. Q 0�RLE DIRECTOR A PER ARCM BEER O MIBALANCED DED ENALZATEETRDtO EATOAa CLFSICLEwAu RE OR OSTRUCT TURBINES UP 0 zINMUST WATCH BT x-0LA¢wALLPER VIEST wm 7 _ F usT UTul BASIN gUSTMANHOLE. �J UIIVRVE BOX OCONSTRUCT CENTER MEDIAN PON SELL 1, SEE SHEET USE, 0VR MUSCLE STD PLAIN DUM12.03. PIYPEPOPALIELB. AIT INSTALL SHEET 1NSTRUCT MONUMENTPME�DCOMEEMENT 00� CU AT REAM 5WD1 NDDUMB SEE EXISTS 9W g W EXISTING CHITIrvE GRADEAT PROPOSEDDRAEAT DOORMEN �InA ,t.,5� —- EXI NJrvr PROPOSED AWARE EA OE l NE TOP) IS ¢ffi %^ jB wA ¢&RE BE v NB .F P PH ¢C ^ A9V ORE PER COB ACT PLAN33101 SER SEE WA SHEETE • ry P LEGEND:RGHTYOFUVAY CE ENITCONCSIDEWALKcx SERUM END ARV EWC AUCHDRYFWPYEN1HN10 OHUM ®®ACfULLOEM EEUPAVEMNE P6NllDRWEWAY APPROACH RA DMPEARED-SEELAND�EPMN ROADWAYPD FxLLDEEH 41T HMACLSj'454.222MINwfRIAY R-410025 IDIOM 919E00 WOOD "HOLD %'N00 923+00 PROFILE REMISEOTO SONFoaM WITH COHOBO 7� WENTEDOW:ION RECORDS W/DO/S 3ARE ®r!.EMEAD MA ISTAUS Fw CITYOFRENTONouvauavENE PRD8 RECORDED rvYDRAWINGS RwwwR¢rmnurn0u 918+0T PROFILEw a $TP 915HEETO SFA913+W EsnESTsaF 10 "°'s'-°`� 0 O O O Nt r) w Ri$ I as I ADa - 33psg Sir D°wnU ie— siy Ice3sD-o9sD AVENUE HE -� ---/---------------- --- - / P SGEIN EXIT PAVEMENT REPAIR1RTPPR D 20NE T9PH TOAOX STA 926,75AFINE TTHE EXGNORTH NO LANEOGUTfAMIGA HAS F IwAr COEES. WENT WI Dnl TERMY ENTRANCE SEE 18 Oi SH slmro-a99P O CADCT CEMENT FEW SIDEWALK PER mxsTDCAN QOPEODPLN UCT E0ENrcDN�rRAECCURB AND GUTER PER -----y �Pux CEMENTmxc. PEDESTRIAN CURB PMmR SED Dm (Druxzm. m MENTWITRAFFCURB PER EDRHD - - yE Om PWPEPARALIEL 9y1•oo 'u`^1EMSTINCSIMING 000NrnaCAPEELEMENT CURB REPORTERSE oOWI iOi 927,59.cs — (DDETAiLz.sHEETRDz¢ STRUCT PUMPING mFU EATR�OPOEwAPE WTS:EUCT CAST xxAEwuLnREEEwm. 1 12 MOSTTMMOSTCATw ANNOLE .------ o — -- — r 13 Daas o CONSTRUCT CLUSTER SEEM PONDETML1, SEE SHELF RUNS Om RmE RAURALELBE ncuT.w ParswuLPERSHEETSwnzAND w 3w5O QO ALL MONUMENT EAND COVER EESHEET I�xE SIR FORWAK DUAIL 3AED'V< wI EL..o3.ns.zs LE EXUSE OEAT -P.3DN __ o-UNEmP MPJI m �� PGDPDSEDGRADFAT "NEmv) MISTING GRADE AT PROPOSED GRADE AT C USE MR) CLINE HOPES .RXT S % S :A vtl s^ 6 isF 4g S 44 44 IN OMV PER CDR SET PNSTRUCT 5D5 MC IUNN3101 SEE NSA SHEETETE PAD S LEGEND:ry v RIGHI CE E CCONC SIDEMA ROx EnseMExr ,ro µEssWNR3DRl WAY ENFRANE O®®A DE fULLPG 64 DEPTH MEU AVEM PnwPG uonrvsnvAAPPROACH PLAINS .a WPGuFDDDEEH ROADWAY ADa N MA CL%' PG 64.222MIN 01 R-410026 9'eiN] 924q0 CINW SEEMED OPENED 9¢8,410 REVERSED TO CONFORM WITH PROFILE CDESTRUCTON RECORDS HERE nm. i ua D9FzamnGVS 17 \a„NP onm OUVALLAVE NE P. RD9 a°4 CITY OF RENTON x E^2 �. RECORD isoH ��+ �— DRAWINGS xwFPwxWM,.wTw. rIAN 3,OOTONLERAW `W� .1Ms_ STA 923•DU rO END NUMBER I REVISMINOWDICHON I "Rim pp In, I I .a.�v SHEET 9OF 10 Er N' � RP 0 0 T O 0 Nt LW r c `xE NOTES: OI OBIEQ WERKER SOON WEE OM3 L. DRIVEWAY CROSS SECTION DRWAWYWIDTH CONSTRUCTION NOTES: OHMAa42�w Baa A A OACINGRAPCOURA �CEMENTRF momaw�m urzmetFlcwrvs a[PcoR ALA PLAN 101 Xc I �G e RAS. GRAVEL DRIVEWAY er \„ CROSS ON ASSES Ty, O�SNIIn DRIVESWAYWIDTH WINES C-LINE STA 895.OBTO STA898.03 THIIXENEDEDGE 3JVARIES C-LINE STA 90 b 12 TO STA 903. W C-LINE STA 909r12TO 5TA915.81 DETAIL �21 DETAIL rB\ PASCALE Trr v' HMADRIVEWAV CROSS SEECTION /\ PrvWY IDT A s• s j ''NSGa sWs�`' SEES EYE) i�%' CASTES !P5ip0 HMA DRIVEWAY WNHTRAFFIC CURB NDISHEDLANDSUHNG GRADE CROSS SECTION NO SCALE iTr 101 TOWARDS DOE, TOWAAOSUNOSCI➢ING I X3PEH4P@31IDMIXG E=TA9D9.12TDnA91=.E[) R410027 1 MODIFIED CEMENT CONC. EXTRUDED CURB TYPE 6 DETAIL/, i SDWSRDSTruNF-1G42.mP REVISED TO CONFORN WITH CONSTRUCTION RECORDS ONCE WACCAL AS WEL \afl01n'� °A DUVALLAVE NE o. W" a°4 CITY OF RENTON 1 KPACRO �^2 .. RECORD iXOX r' �— DRAWINGS awwwam'm.urno. CONSTRURION AND ROADWAY DETAILSPAT up I'll�w r ' SHEET 10OF 10 Er Xo��a� REVERSE GI PAN TO MATCH TOWARDS ME STHPCAN DUVALL AVE NE EBB n 6L.rocCEax3.3T EL4x333 O Y@LFPM moo MO AS45 E A @+z SAP TOO &BEA 9 0 W� 0 3A}A691rA RESS AT�� 1D, RE EL PC SEERULES 6~ J FEE \ SOME EL 42A 99 F wltlPOC Z W TOO K424 9 S7EALLE 5524, FIT RCE . 33 B•9' s sW'@3'" SAM IT FL E99f1 O_ J530) MATCH EXISTING A STA GENERAL NOTES: APPROXIMATE SURVEYED DEATHS ELEV<nON$ ARE SHOWN CONTRACTOR REQUIREMENTS IF FELD REMEMBER 00 NOT u>?a THOSE SSgWN. z. ENNswwuTSARETO FA<EDrcuae. 3. RAMP GUIDING POINTS REPRESENT ONE METHOD M MEANING RAMP ADA MANGANESECONTRACTOR JU�MNTSAS NECESSARY TO ENSURETRAAMPS AM REQUIREMENTS DUVALL AVENUE NE A CONTRACTOR SMALL APPEALS PURPOSE STAXIMI LEE LEVEL OF SUPPLY 4891r8905 ACCURACY NECESSARY TO SUPPORTTHE CONSTRUCTION OF 5IDIVAI COFFEE CURB RAMPS AMID RELATED PROJECT TRADITIONAL LTHE SEWERAGE) RLTELf33.63 9SAYING METHODS SHALL BE SUPPLEMENTED N R Afl43. SCALIBRATED, CLEA BSP 6FNT LONG 'sMART'USTLTO GERI MEASURE 5. EXISTING AND PaOPMED SIGNAL PpES, STORM STRUCTURES AMC wury STRUCTURES ARE FOR REFERENCE. Lucz 4 AND OFFSEETSHOWN REFERENCE DwuCONSTRUCTION xRUCTN UNTERLI ME m �-3 I CONSTRUCTION NOTES: IR S CONSTRUCT CEMENT QUI CURB E3nvmFvuwLuuFOR AS Q wsomzroux 9FMID.3za3. 0 CUT EM[OXC PEDESThPHNBBPER STEP RED PUN ]D] W ELiM.II FL030.33 Q3CWEMCONCTWPICNRBMDG=RPEROWnDPUNd01. QI DETECTABLE WARNING SURFACE PER W5OM 5ro PWl'45.140E. WVPLLAVENE/NETHPL RAMP DETAIL LEGENDAS OA EURARD RAMP AMU HURT ALK o MP ING REASONS OSIDEWALKME PC PSUNPFCFCUFVATURE © CROSSWALK E oDR EWAY GENE. oMAXIMUM EXTENT FEASIBLE TOO TOP OF CURB REVISED TO CONSTRUCTION RECORDS N R 410 0 2 8 LATE 9� BeAS ;,`rw CITY OF RENTON DUVAILAVE NE P. GRl RECORD SUCH 6� H Svi_ Iwx Y' DRAWINGS "www"¢rmxuBmu PNNAND GRADING FDAVII T. . NE ]TN PL NE CORNER Fr ANN .a.Cv _BISHEET 10F6 N0' �-°F= DUVALL AVENUE NE °. rocELazsa-�6 USE �00Oo ao rocEea62,583396 s nL °El Tac Ei<z@�.zsx TOM uass:s9 AA �. El o d:. �TH,EL"u81J .WI 0001M% 80007.75% UM BB EL025 UM DR EL 425A6 BOWEL426 DIUMUL AVExVNE BE ST RAMPDETAIL GENERAL NOTES: APPROXIMATE SURVEYED Ex InI ED ELEVATION$ ARE SHOWN CONTRACTOR OWED I EXCEEDS IF P C IMSEATioui00 NOT MATCH THOSE SHOWN. z. mCHUswwuTSARETO FA<EDrcuae. S. RAMP G RADING POI Nn REPRESENT ONE METHOD M M ENDED RAMP ADA STANDARDSsNELO LLUIMOAS NECESSARY ME ENSURETNM P5 MEEETALLAM ' CONTRACTOR CURATE NEQESSLARYME SSUPSURVEY ORT TXiwNimucnou OF ROPEWALK, CUPaE, PROJECT ELEMENTS. E "rvO4w6 THMAF E x ILBTE SiYmEO$HLBsMEDN'XEFELDYLN ,uLIBRFTE OEL ELTO CRATAALLY MEASURE SLOPO s. EXISTING AND PROPOSED SIGNAL PAPS, STORM STRUCTURES AMC wury MIRUCTURES ARE SHOWN FOR REFERENCE. 6 STATIONS AN D OFFS ETS REFERENCE DUVALL AVE CONSTRUCTION COTERLI ME ALIGNMENT CONSTRURION NOTES: RAM P TYPE PARALLEL �R WSEME smPLAN FACACEM DUVALLAVENUE NE O PCUxcunBPEryRED Lm m s wG Q CEM RED corvc UN TRAFFIC CURB ADD GRUNTER PER CITY STUNm D P. L. 25GST r nl B.Cs:n� azN L , o DEFECTABLEWARN EDSURFACE PER MODEST END MAN FAX ro02 T- EiuBB6 cELuss S o oo°oAX `10C EL4VA ° T ac EL a 0 8 0g ® gl P LEGEND.. 8 ELEMENT s ,aoo RAMP WAM WED V06Mmr l.D]m 65M "W' TELLING ELEVATION Ba 6.rax Mw ELaM ID,SRELIZB99LET, ❑$IEWA4' u`uoweE RP EL AUTOSCWELVG6x FORT OF DEC IT mMOO N0.VE ElCAFAWAY PC- r01MNT OFOEmVGENERSEOCURVE O MAXIMUM EXTENT FEASIBLE SWA SIDEWALKOT" DART AVE xETxE BE xT TTOOC- TDPO6CURB NEWSMENRAMP OECTFAIL --- xmvusronE BREAK MADE IN CONSTRUCTION! TO CONFORM WITH RJECORDS R 410 0 2 9 RO ISED TOCO FERMI PAR RAWEN3 BY DO °`Pm CITY OF RENTON DuvauavE rvE XSEXAmm,. GR2 PRADAYNO RECORD aWEPwam'm.unwx EM,:r� 6� xr. �m Y IF DRAWING183 All" REA AN ly S IASTSENDNENG FT .n,�c NE BTH ST SE nrvo rvE [OMry ERS SHEET 2 OF 0 O O 0 Nt W IFF— DUVALL AVENUE NE C9. 0 PNE WNST D RAW oe�LLIRRF�aLev MVISEDro CMFOMI WON CONSTRUCTION RECORDS CARL WANNER By GAS GENERAL NOTES: APPROXIMATE SURVEYED EXISTED ELEVATION$ ARE SHOWN. CONTRACTOR RARE I MEMBERS IF FIELD 00 xm u>ia THOSE SLOPE z. mDHDsuuoun ARETE EA<EA6cuae. 3. RAMP GUIDING POINTS REPRESENT ONE MALwD M PENDING PUMP ADA ADMEESRYESRETCONTRACTOR SETTO MAKEEIELOLL�ASNCESAMENUNMEALLAM CENTREVILLE HALL PROVIDE SURVERY STAKINGTI) ME LEVEL OF SURVEY -25 83389'AT ME USE BE A D. BUDGET MEASURE 3.W STABBEEKs. LONG'SMARTLLEVEL TO RGrtALLv STO>ESO,uUenFT[ EXISTING AND PREPARED SIGNAL RATES, STORM STRUCTURES AND wury ICA R 03BY STRUCTURESARESHOWNFR REFERENCE REFERENCE 0088% STATIONS DLrvuLAVE CnxnnUnroN EMMELI NE ALIGNMENT. SEA 8107 1 0000000 MATCH ursnED CONSTRUCTION NOTES: CONSTRUCT PPr.RF LDLAMR 000 , A p DGTSTOPLAN,.D33a3 L v Oe, p FIRM END GENGPEDESTRIAN GNPAT PER ErRED PLAIN .3D3 pFIRM END CONGTRAFFIC GLEN ADD MERCER PER MYRED PLAIN .3D3 pDETECTARLEWARN IMGSURFACE PER MINOR DOMAN FAR 10,02 ATEM EXISTING URGING: ADA ELEMENT XP ANGLE POINT FLOW- REAKOFSIDEVOULK �i ADDING DING OR P fi�W 9IDEWAu u, © wosswix ERSED CURVE P GENT. = HI IMUMEXTENTFEASIBLR AN - SIDEWALK TDC WI CURB CA - TOP OF RAMP R-410030 T ALA.E-OFRENTON DUVALL AVE NE OGR3 VAR RECORD PURCMAKIDEPAREMENT xWLPwxWM�WxRx IsoxCREMU DRAWINGS FIANDIN ANDGMGn[Vi5WO5uImx kw:„ N.MARCH. NE SEEN SHEET ESE CORNER E XEET30F6 N0�°F= BOWEL437,45 TOCE,.3]I ©4. u .. IBCEL43I I -A97' @ On 3 FIT KEL1 LT OO DUVALL AVENUE HE GENERAL NOTES: APPROXIMATE SURVEYED EXISTING ELEVATION$AEASHOWN CONTRACTOR REQUIREMENTS Ii FEAR FLEMMING DO NOT M>iCX THOSE SXDWN. z. RAUUSGUO°TSARETOFACEOFc3Re. 3. RAMP GRADING POINTS REPRESENT ONE MNETOD OFF PENDING RAMP ADA DUVALL AVENUE HE I CONTRACTOR ANCI STAMMOIAB iauSTMENTS AS NECESSARY TO ENSURE EMPS ADAmarcsxEw 2 AT REQUIREMENTS STA90Rr99.3 R.PC LBEIGES UR AT LED D roCELNi93 a ACCURACY NECESSARY TO SUPPORITHE CONSTRUCTION OF SIDEWALK, CUES, TOEV.437.06 936,0 5 ULF 02.32% 6E .M L SU W AND CURB RAMPS AND RELATED PROJECT ELEMENTS3°N qUE 3V0'RE STAYINGMETHOMSHAUBESUPPUMENTE° INTHERELD SCENE @S.]S 1 4 REL436 USE OF A SSLOPE9,GLIBRPII 5,75% BUNT LONG'SMART6'HJEVELTO DERAUY MEASURETHE 3 FL436 iOC ELa3e ]1 ' g e oe°o° O°°oeo°° 5. EXISTINGANDUUUTY ®' O REPpE„CSiORMnRUCUURESAHO 5i PESP PPE SHOWNN FOR & ° oo° 6 STATIONS AND ff5ET5REfERFNR OWELPYE fDNsiRVCIpX CENTERLINE 1 S O°O OW Eo L43].f5 -' s tl TY•M J p_jy ALIGNMENT. 5. W'@1.5 O '2.2,@G]]% M+' $ I TEN n 437.0 C EL3ai]i6 8 °�� CONSTRUCTION NOTES: ° NSTRUCT CEMENT COXI CURB wunvmfverALULavEB o faM;6., owDE3roPLANG,DI]a3. a gip ] c ENicON PEESTRIANCURBPERGrnTPLAN-101 + rocE u] o LET, AIR EL 437,00o c.Tn La.o3'@�ssx S 's„tr 4.wcxw6B 0 c EW MNCTWPICa RBPNDGI]FTERPEOW nD PUN lE rocu49zso '. 0 E.436.81 pDETECTABLEWARNINGSURFAEPERWSODTEDPLANF45.ro°] 4,m o°°° 19. E O wDOTNMETYPE PARALIEL8PER .* w 011, El a ,59 PRO PLAN ELPTM-M SOWELa9]� e. °0O°9' `f i�iais9B lo'@a6a BOB Eye B g CURB, Or TOC EL437.37 9 OC BEEN 72 O EE43l Sl FL NAME IT ar@ySIM ° 6 43]. 1 EL43693 303'@3.9 RD' W,BR FL937 6° % 2 AMELEMENT OBACKOMOIDEWMLK 30]6'®A39% % APG ❑ N > 0 DOW 31� �60 0 oLA DING _ 110 oKRI SI %ALA It R<L WLINE ALONG au SN IVTH n ouvRAMP DUVALL Au E]NE lOJX ST °° ©CRossWALY. PC POINT PRE° KC POINTOl NAVE DETAIL DEEEAIL ' O COMPOUND o OO vewAr R E = LDELATER15 I - POINTOFTANGEXCYAGUEwR o MAXIMUM EXTENT FEASIBLE STA 21. SW STATIONK STUNG AT iO - roi OF RAMP ToCELQES14 - SAMPLE GRACE MISS REVl=ED 0CONFORM W1 H R-410031 ION RECORDS LATE 0I \aP °Fr" DUVALLAVE NE P, GR4 a°4 CITY OF RENTON REVICONCIADIPTCM I mmi U, A. T. RECORD aaJPwaA,w. IsoN DRAWINGS PIANANDGRADING �w 'PUT . NE LOTH SUSW AND SE CORNERS ErxoREAD"�ga� NUMBERHEETAOF6 Q nA 3273 HE DUVALL AVENUE NE RY9 PC •� m'@6.31 7.59 3.01'® ]99'@ 331 a 906rJ11.L 0.8 03 OEL EL4373E ZIM6 3j]'0 roc ELt3)3e 6?%' CA 0 REP O 63GN an6' '❑ O iQC IN s3 g N® QP9PIL a43J.5 E. '- w rocELU)25 OAo A"Mao ° i 0.3 �o rocELUT. +'p apa M1 sa3.@T. WEDERC . STA RAMPS.91 ❑ FLa3 5 .66•@J.Eex iLEL<3)W ^.� 4 An 16s'@]°T% EL03J.9J O �`J' ,BB EL°3)@ 65 M1 ys ALI Fur V FL FL 43699 G d - ED a�YJ3s ,f] a lb % TOCELYzzz "�N AS e WP 90NEI ❑" N 29ED 53EL FILg BOWELYJ.ES e' e n *U, F S RDI 0 W,BRRY99I ooe CMD GE sCALL 'AS7,3 J ON roCELYJs3 s.> @E9Og 353OzBK AN EL 437,98 PC IS TOO SIn 23P'07,PB% 9 STASONEWSE ElBOW ELYIW OLUE) RED BB 172 TO TOC`°37,94 SARI ^y LELOIJ@6631% X X ^ ❑ @ ON DUVALL AVE NEEDS INX ST BECOMES RAMP DWALM �FAIL i T93T'RT FILMATCHESSTING GENERALNOTES: ARNCOONNTP4TOR m>`OXIMSTEUURKYEDEMWIINGMPS AiIONSmESTO ANDD1E MEET SHAMEN N PEOUIPEMENR IF FTRCT LEW ELEVATIONS DO NOT MATCH THOSE 3POWN. EF S. RADIUS CALLOUTS ARE TO FACE OF OEM ELEMENTLEGENDAIR: ORaM> ANGLE- 3.RMP GRAMINGDFOINTS REMESPENTONE METHODOFDEFEND RAMP NA wG STANDARDS, ITRFLo -BOTTOM OF My AS NECRESPONSIBILITY SSARY TO ENNSURETPHaMK M NET ALL ADAMN.E El INDOOR REQUIREMENTS.HE FLOGAINE O SIOEWA A WUP MlSMUMONOFSIDMAU,CURR, NEaMRYMWPPORTTE ©CROWNEMAX PDT POINT OF COMPOUND CURVE RELATEDaNQ POINT OF REVERSED CURVE BE SUPPLEMENTEDELEMENTS STAKIING METHO XE irtELPC THENE SHALLTHE ❑p DRIVEWAYPIRC GEN[Y LNG TOR 6FOOTLGNG-WN UGHLEWLMDIGiA YMWURESLOFESO•CILBPaiFO, O MAXIMUM EXTENT FEASIBLE S - TOO TOI S. PROPOSED NLE„WSTORM STRUCTURES ADD DINT TOPO STRUCTURESWIAND - GRADEQUAKED ePFArc 6. STAGxxE"DEXPECTS REFERENCE DUVALL AID CONSTRUCTION EEN,EPxNE 0 ALUCONSTRUCTION NOTES: TIME END TONIwRB RAMP TMPE PARALLEL A PER OCCONwRSUCTro 3 EMENTMNDTTR°E«�wµDGTw�ErNMDoaN101. p DETECTABLE WARNING SOIPER SCREW SLID PIANFYCIA . OIRFrnorvnv9a PER 0 0 WSDOT 9D>iiINC401 oiwMRAMPrvv9sMGLL DUVALLAVENUE NE nA 919 Yn �I ❑A AI0000 8 g 8 BDW ELY9.3 $. Loca lool EPPEL STA 91 B ELY9.OJ TO[EL J OFFAIGIRTOW3W'@O.W% BOWEL419.30 1NT@Q REMAJ BPEL<39.81 WEL41947 DUVALLAVENERSITTE si RAMP DETEAIL Z WALEI R-410032 CITY OF RENTON DUVALLAVENE RECORD PUBLIC MAKS STANDARD CIAMPI L6N DRAWINGS Pwwwnm'm.urnol+ PIANANDGRADING NE lOTH ST NE CORNER, AND NE 13TH SHEET 5OF6 STSE C MATCH EXISTING WHO RENSEO TO CONFORM WITH CONSTRUCTION RECORDS 9E'.� B GRS ORNERS FTRIP E, ry i MMATIMEMSTING FIL El DUVALL AVENUE NE ADAELEMENT: GENERAL NOTES: ❑R "ME APPROXIMATE SURVEYED EXISTING ELEVATION$ ARE SHOWN CONTRACTOR O DANCING PERUIREMEHn IF FIELD E1EVAnoui OO NOT MATCH THOSE SXOWx. ®W SIDEWALK 2. RANUSCAAUn ARETOFACEOFCURR ®CROSSWALK S. MMV GRADING POINTS REPRESENT ONE MEMORY M MEETING RAMP ADA O DRIVEWAY NERESPONSIBILITY AM SSARY ME ENSURE SPEED MEEETALLAM MAKE FIELD © M0.FIMUM FMEM FFASI&E REQDCEDENTSAS A SMALL PERCENSIDE STAKINST21 ME LEVEL OF SURVEY ACCURACY NECESSARY TO SUPPORCONTRACTOR T THE CONSTRUCTION OF SIDEWAIX, CUALL, AR ANGLEMM „OBACKOFSIOEWAIK CURB RAMPS AMID RELATED PROJECT ELEMENTS. INFORMALSURVEYPXO LTHEBE BOW STAKING METHODS SMALL BE SUPPLEMENTE B070M PPMr GHON E USE OF A S GLIRRAII EL - ELEVATOR BUNT LONG'SMART'IEVEL TO CASUALLY MEASURE FL IT - NomDE S. EXISTING AND MOLDERED SIGNAL PAPS, STORM STRUCTURES AMC UTIUry PC MINOFCUR nE. "NLTURES ARE SHOWN FOR REFERENCE OF TOM7SEEDRE CURVE POINTPCC OUT N CURVE OF REVERSEDALIGNMENT TATIONS AN D FESETS REFERENCE DUVALL AYE CONIUMOCTION CMTAL ME R - POUND SW SIDEWALK CONSTRUCTION NOTES: IMPCFCURU TOc. TsuOP6uaRaoE CEMENT MINI CU RB PO1^vmEPARALLEL aPER w6DOT - RFUR Q SEE, PUN FACADES Ox CEM END CONC PEDESTRIAN CURB PER TOY YEN PLAIN _1E. QCEM END CTNC TRAFFIC CURB ADD GLEN PER FEB YEN PLAN. 101. QCETECEABLE WARNING SURFACE PER NOBODY STO PUN F.aB.ITD2. 0 l X N RE 8 IyP �'F $ . © AN W CELSEE. u$ ROD @]61% m ❑ $ ❑ LC SRE g TOCEL W ❑ e 01, UPI LACE•@80396 9W@2.61 °a8 o a 9.47 D LOCK BELISLE IT raELM6 s FL BnaB RRAn.n �E]S ns3I �, W IT EL EL41 fi.se HEIL STELa DRANALL E LURE 32T MNUUMI RAFiFUETAIL Z IN MET 0 3 6 A. ALSO IT L° A A C��A � R ORDSN R-410033 DATO \afl01W'� °F DUVALL AVE NE O. GR6 a°4 „, CITY OF RENTON NUMBER i up I'll �^2 MT RECORD IRON DRAWINGS FIANANDGRADING �� m awwwam'm.unwl+ NE 12TH SEE NW CORNER RED Frrlo��a� SHEET 6OF 6 ADAELEMENT a T RAMP s5'014% MATCH ® NOW EL.00.1,4 D EWALq ❑4 ,OCMNDDB� ®1 LEANED OFSIDEWALK s5'@]SF LR399.61 :aDS' Z LLN4455' 153H80.65.0'Li I BP EL3ffi W Sn'PIA FIT - ELEVATION C STA 916L919,380'AT FL FLOVILINE z sw SIDEWAIK IBq EL39978 Lu 33.93 TOC TOPOFCORG ELfC"STAA"1Z Q Q �SOI _ i0 PTSTA916r90.;C6tl0.i__gIGHIOE WPYOBREwIX nICH im�nwG DRIVEWAY NOTE:FSTAOWO. STA 5NN3 �iF)165.0 •0 o-� DPNYFWA ENTMMARCET� STAOr34A CN MELTING n91 wIN •E OOOSEGRDIn. DEE SHEETnRAI FOPIO. I w a ICRO55sFCTION PI OSTASIL91.5.<]0'Lil Ly 6q ELW CRA9WI9.61 011 AT O VA 51r91 S. 6s OLT 4 O 4 FLR<.11 ssmisX EL39s Ta vconns3NTs,s1aM P EREL m Ti:iiiuBS EL<m.IIC CIA ' AS aqT .Wn sn'@15% i IF o ; MB, i ALIEL403 55m15X NEL399I. D nn5 A [F3 51.aLT TOES "24 DRIVEWAY AT mTH PLAN® 10 8C PNOEOSEDGMADEAT R AIw3a STApr33. 1 OVARCENTERLINEMN W EI - . ®I JL ____ m a 1sw ate' — THAI OW N xEO9n1 LN98a2 METINEGGRADE AT ANami VAN CENTER LINE INP E IN I 5M 9E � �E R MR a9 1 15 LOP R30' ssr �. sB RAW AM PRIVATE DRIVEWAY PLAN® ®D L424 If e m _ _ XE NGGRADEAT CENTERDNEMN Mica vVISTA .00 ' L _ 3_ �182 PPOPDSEDGMOEAT DV% CENTER ONE IYVI TMATCHEL I CENTER INE(TW LAWCENTER TINE VIVA79 IS A SIR As S! BAiO ONO Am ONO BNB 0A30 000 000 OLW ERIC on on DND MW M55 REVISTRUCTRON RECORDS DRIVEWAYTI VERT 1.5 PROFILE PRIVATE DRIVEWAY PROFILE R-410034 COXGiRUCTION RECOR08 WM y y DATE AWN23 ey. DES CD .Erw GP CITY OF RENTON DUVALL AVE NE AWNGNG, OWL asOR ANYRECORD �soN °r'° YY � DRAWINGS aweowam'mqurno. DRIVEWAYNERD PROFILES VIA �m r SHEET I ' SxEET0F! Lrrlo�a� Q T C) Nt W CHURCH DRIVEWAY 5 PLA� E I ED j_ I j G OWI33AOg3AJ i =CSiA 91Zr963 Oi0 ONO 3 I 6 IF GN DETAILS 4. TDR MAKE 3 6FRIGN IIP Or B.O I I ADAELEWENT IT 0 VAMP LEGEND a, RAM OF SIDEWALK IT - ELEVATION RE MEASURE A, AS - SIDEAMIK a Wes. OW(SMOHNI SHOOK OLIVETTI CHURCH DRIVEWAY N PLAN® SCALE IN FEET ®O Ix 'N III IN IN ur j Orb Orp a'A ONO am am REDO p00 ONO REM oN0 OHSO ONO . 0r20 DND ONO CONSTRUCTION RECORDS CHURCH DREvVEWAYS PROFILE CHURCH DOODrAYN PROFILE R-410035 EDTOCONFORM RECORDS X081Z'. 1'=3' DATE'. 09110LT°= BY EVE TLI II`a Y� vertu DUVALLAVE NE o. DWZ a°W s CITY OF RENTON ,a^c sc— RECORD iNON DRAWINGS awwwa m'm.unw. DRIVEWAY PLANSAND PROFILES EST e�w v ' SHEET 2 OF! rr rloMAI'l�yCa� 0 TEST OWES 19A�38. IX6TASGRADEAi I STA SOOwQMERUNNGRAiLNE)IHgNEDADRE DAY CEMm IE MlIXSTNGGDE Ai DWYCENTER Mmml EDNI Na NE2 .a A9 'aBIl B CIl B 20 � 7a AWYOD OWVRMEfl WPLGE]i OHEIT91 " EAT ST DWYRNR811NE") FED I6&OD IING WI pW W TAp33 50 9D q E«nnnuxDLrrvTI INNE MAN 7M)Ek • TF 7 1 I ADAELEMENT _CEMENTCOXCURSC. 4117VSdpLS% 9 EDEST3NNNAME -70CEL<Y 31 LEL4004) L414b M so ® SIDEWALK CEMENT ItM 9EIW3.9 KCSTA 42AL aO'pls% EL4L3.er PEDESTRIAN m '° LEGEND — MC �3e,1 ELm9 sl OF SIDEWALK 3dp15%RAM CFM FHICOryC aw9P' i FILL - ELEVATION TMETICCOBB A923+W.3,MUVLT FMTCHOSTINGNBB CE EMFNTCCOOMO. TRA = MEDFORD 'a IMMEeEMININGWALL CSTAWUR,I 6 HIGHTOEWA.DxE MATCH CLUSTER- N W o DRIVEWAY NOTE: lV 3901 wm Tnw.vs tl3iTn9aaDm owxwariaTMNECETYPE — 0.19Efl C00.51p%AN IW.1. oxa nAw3xs — wrspao STAwse.5 arse ST4w09.s 5, MR MOSS SECTOR s. 2fl Cfl0555ECIpNL zCC i CEMENTCONCI SUS VT UEARDCOREN < ° MATCH E,rIST 4GCDH3 NOW T. > ::`ss � s.0'e=AL L4L>a c .DW N.S � EL41095 W CST49E140].417LT CEMEF d .n @ CEMENTCON PEDEI.... NRe MA m ® GROCER—ga DRIVEWAY PLAN umio GROCERYS DRIVEWAY PLAN® mcEu3 ® .e' 5dpL5% EEUESTKIP�X WHO ®D ®D M1NttH EXISTIXGNNB FLEL 42S.W 4m 41T j j 41V i i ur 41C i 41T 4 I 41E 41Y 41Y 411' 41W 40Y 4a' j OUR 000 aw on on 010 on aN Ory aS0 a4o aM m w10 wD0 CRELLUBBED TO CONFORM ONSTRUCTION RECORDS GROCERYBACKGROCERYSOwRIHOLMVEWAYPROFILE R-410036 DATE ;, @� .Erw CITY OF RENTON ouvauavE NE C DW3 RECORDNIX 1141" 6� er.. Lo— iwx � � DRAWINGS awwwam'm.uLTw. DRIVEWASHEET 3 AND PROFILES LAW m r ' SNEET30F! Errlo�a� B]`WEL1 @S.N evc ¢Xa93 � %e T cRrtlweIXttiERLINEm➢ P) IN AIDES -LOOKS 0,00 CO R TA a3 c DSO CENTER WE mP)AD �x E DrPI O Wl CENTEA0.11NE XM 9 9 3a va va ?y 3y 3y vy :y :y 41V 41V NT 412' 41C aT nr no• 41p 40P 41T 4M' wISTA4,5]M osr anal A i -� ENSTHG GAADE4i xwx .voou wI STA m .zN' lino. III FDA "Lt E 02 rE0GBADEAT owYCENrax,41 rEHuxEm@) XENTPIXE PROMEEDGRA EAT TOP) DMCENTTRDNEDY➢) O O T V W TRAFFIC CURD L�W89 Pilo -fLaPO4C so'@15% APCSi 93416'Li i Z MSAi�91aGmX51 CURS WIN LU US E4 9J RE RE FS SE SHEET NEW, META sEfOP CPM=5ERI0HL S STAa3 OWY _ 9}yPSAD CSMA TA aw — N�Iro STA0,50A w @ S D9W EL i05.Lli iM so'@Cs% 5PtlLTCCURD MATCHEXISTIINGCURB FLPO5.61' CELPO5.05 PEoEsmlµN GROCERY ORIVEWAYN PLAN m arnv U40 54@15% ELPm44sS CAIN MET ra ELatt.W'ILE 50 rEw MA DE AT 4 S R rvwBIDDINNG LINE TYPI W�STAOND F PA Yw E os.03o5 ____ ____ PROPOSEDGRArNiE" R ELMG 9 EM91NGGRADEAT PROPOEEDGRPDEAT MAYCENTER FEE�I,�YyyP� DWYCENTERUNEyyDYP� �Y µµ 4Y µ iY �Y yy 4Y y 9Y 4 4� LEGEND FD�RAOK OF SIDEWALK ID FL FLOWLINE SSE - SIDEWALK TOPOFOURM 0.E on Off) ON aw on on 010 ON CONFORM WE GROCERY DRIVEWAY 1-5 PROFILE R-410037 CONSTRUCTION RECORDS LAC CO 10 2023 Cy UT VOL 1-1 I ;, .Erw CITY OF RENTON DUVALLAVE NE P. DW4 �'� RECORD 6� N.. LN— iwx DRAWINGS awwwa m'mRurnN. DRIVEWAY PIANS AND PROFILES m r ' SHEET 4 OF Erx o*N, _I - ou rood smEAEn urays i0POFWAALL Sim "I A RDSHERTS TOP OFSDEWAL 1 t •' RE •I A A A 61 NO" � 1 r. I q k • � SOOSH AN ' I=_III=11I=n I=11I=11I=1 °- �' I I=11I=III=n I=11I=111- !12.eanon USE �I 'll� II II II II II II II ; II II— axmvl k'MANFMUS'PI n e rm ASAN LNESTEN TI 1%-CL INT FILLED REMOLDED TOP) AS eITT MAX MIN. T ELEVATION /\ IXISTNGGMIDE WARDS -3"0 WEEP HOLE 02% SLOPE CATCH TO miluWmismEAN N JOINTCONESTR ON WORD MIN.OVERIMP. DIENDIF AEOVE WEEP HOLE °R)SHL`En:ARLouTiOSTEP AEWNNDPRAINDROINT INP pppgpSm.Nnx NICINTl ENPANSIONIOIM SfATON AT &OFILTFMTON UNR WALLNEIGM A ! C FLEWS 9UN'8' -4 1 LEVNWONANF L EWnMALK svOHD SOEWdIREV.l01N5 �1 Y.•[NNS ER ImI — REINFORCEMEN SEMONI HALT •NAM %'PRE m EE,X LL�N SIXFJOM DiYI'Hr ELVANSION JOINT SECTION /E\ Bill III 111 11 111 111 111 _ `ST6iuNEN �SroiuN mi LSSANNA III —III —III _ _ - PLAN NOTE: 1, io5b'GSEv ED WALL DELETE LEEDTEEAµs OOQUAL DETAIL /1 2. FOR LXWSED WALL HEISHT G BGRN THAN I'L STANDS RE AJ 5 SERIONxwvEVLr^Grx FRIDti R - 410 0 3 8 WD1 072022 SIT "I REVISION LOCI Byw jFEM°°'N'— RECORD CITY OFRENTON DUVALL AVE NE AY10 WI 1 n. �_ M DRAWINGS WALLDETAIIS y�1 3HEEIE 1 OF3 xoPy rcg O O �TF V O i O W I— CONIC. CIP RETAINING WALL (TYP.) SEE WD1 FOR DETAILS WALL STA 0+05.33 DUVALL AVE CL STA 917+18, 43.83'RT — EXISTING ROW — \ \ WINGWALL FOOTING (TYP.) TEMPORARY CONSTRUCTION EASEMENT BEGIN WALL WALL STA 0+00.00 DUVALL AVE CL STA 917+18, 38.50'RT PROPOSED PSE 1-BOX C T 11I �I BACKWALL J BACKWALL FOOTING PLAN SCALE IN FEET Z 0 2 END WALL WALL STA 0+25.67 DUVALL AVE CL STA 917+33, 38.50'RT F----- F----- F----- _____ _____ ____ — WALL STA 0+20.33 —425— DUVALL AVE CL STA 917+33, 43.83'RT �30 WINGWALL 1 WINGWALL 2 WSDOT STD. CHAIN LINK FENCE TYPE 4 PAr PERMANENT UTILITY \ EASEMENT 435' ................. _ --__ moo............. _....mob J J O .......... Q M Q e 1 3a 3a o" o" 1 i 1 w ow oW EXISTING GRADE 4301 ............................. ............. __-------_ ..-_-.----__...... ............ i TOP OF WALL WINGWALL(TYP.) fop OF 11'_ -21 \\ C SEE w FOR RESTORATION NOTES TOP OF WINGWALL 1 TOP OF WINGWALL 2 ELEV. = 424.66' i ELEV. = 424.38' 4254 ........._............................... .................................. BOTTOM OF WALL FINISHED GRADE BOTTOM OF BACKWALL 3110 WEEP HOLE @ 2%SLOPE BOTTOM OF WINGWALL SEE RD SHEETS FOOTING DRAIN TO DOWNSTREAM FOOTING (TYP.) CATCH BASIN DEVELOPED PROFILE HOR: 1"=3' R-410039 VERT: 1"=3' DRAWN BY: APM CITY OF RENTON DUVALL AVENE DRAWING NO. vv'D2 3 �$ DESIGN BY: APM oC PVBUCWORKS DEPARTMENT PROJECT NO. 2141779045 n RECORD TRANSPORTATION DIVISION FED AID NO. CHECK BY: 1RM WALL DETAILS - BY:7 ED FOfl C7 ONSTRUCTION 33U4 1019s Av Ue�W.WiM DRAWINGS DATE: FEB 2021 - PROJ MGR: CMC ,,,,., u,,wA l eW SHEET 2 OF 3 1u�.sosmm r.mm,.swe BY: DATE:JI(! ( SHEETNO. 38 OF 94 NUMBER REVISION DESCRIPTION BY nPP. DnTF RtAI, FILE: PU2141779045-WD.dw a�+sssa� WALL ALIGNMENT & WORK LINE 17'-0" BACKWALL OUT -TO -OUT SLOPE TO DRAIN 31 WALL ALIGNMENT MIN. D & WORK LINE _ 1'-0" _ I 1 I 3/ 2 MAX 4" CHAMFER (TYP.) \ I� NOTE(S): 1. BACKFILL WITH TOPSOIL TYPE B ACCORDING 2-#6 #6 (HORIZ.) TO WSDOT STD. SPEC. 8-02.3(4)B (HORIZ.) p ' ' 2. HYDRO SEED DISTURBED AREAS ACCORDING EXISTING GRADE TO WSDOT STD. SPEC.8-02.3(5)A a—� I / -� SEE NOTES FROM SEE NOTE 1, 2 I t I ti I � GRAVEL BACKFILL FOR WALL 2-#6 I m I 2" CUR. FENCE POST (TYP.) 2" CLR. 4 A -#6 i• (TYP.) U I I a m B -#6 I I m o #4 @ 1'-0" MAX. SPA. �q" PREMOLDED - WSDOT STD. CHAIN LINK FENCE TYPE 4 2% E JOINT FILLER B - #G 3" 0 WEEP HOLE @ 2%SLOPE - - - DRAIN TO DOWNSTREAM CATCH BASIN 3 I tO _ _ SEE 4 (TYP.) L. SEE A -'I FINISH 4 GRADE 1 c FENCE POST TOP OF WINGWALL (SYMMETRIC) 6" CSTC — 1-072CV-_= 2" CLR. FOOTING 1-0 6" CSTC (TYP.) 5S0MAX. ~ (TYPO FENCE POST LOCATIONS SECTION 1� SECTION DETAIL �\ NO SCALE WD2 NO SCALE - NO SCALE - SEE WSDOT STD PLAN BENDING DIAGRAM D-4 COND. B FOR WALL NOTE: WINGWALL FOOTING REINFORCEMENT NOT SHOWN DIMENSRNaARE DNxTaaOT DRAINAGE DETAILS FENCE POST A.=16-8%q" y BACKWALL REINFORCEMENT WINGWALL REINFORCEMENT B = 15'-4%' DAYLIGHT DRAIN NORTH END OF BACKWALL CONSTR. JOINT W/ CONSTR. JOINT W/ #5 @ 1'-0" MAX. 1 ROUGHENED SURFACE ROUGHENED SURFACE NON -SHRINK GROUT #5 @ 1'-0" MAX. o 0 � BACK FACE OF WALL y Z N 6" CSTC 1 1 6" CSTC OR WINGWALL momu 1 1 `-' 4 m 'L 2 - #5 SPA. EQ. �2" CUR. '^ 3 - #5 SPA. E4 2" CUR. 611 1 m ;� TOP/BOT. TOP/BOT. 4" GALVANIZED STD PIPE SLEEVE - j a = r= 2'-0" 3'-0" _ GROUT POST IN SLEEVE > a > m BACKWALL FOOTING WINGWALL FOOTING FENCE POST NOTE: 1. PLUG SLEEVE TO PREVENT INFILTRATION DETAIL tTN SECTION In 1 DETAIL �, DURING CASTING OF CONCRETE. NO SCALE - NO SCALE - R — [Aj T I O O [Aj T O NO SCALE - 2. POSTS MUST BE INSTALLED VERTICAL. NOTE: A B NOT SHOWN 9�4,XR. jj4'9 SURVEYED: _ CITY OF RENTON DUVALL AVE NE DRAWING NO. WD3 O DRAWN BY: APM PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 DESIGN BY: APM RECORD TRANSPORTATION DIVISION FED AID NO. CHECK BY: IBM DRAWINGS APPROVED FOR CONSTRUCTION WALL DETAILS 0 +msssRn evE"uE smre+m 3azu DATE: FEB 2021 ECISfL'�'p .!R PROI MGR: [MC Elwuiw.wnsnnwroxs®ra � / SHEET 3 OF 3 arM/mT+ n'18p14m0 P-WN818° BV: DATE:7 SHEET NO. 39 OF 94 NUMRFR REVISION DES[RIPTION BY APN. DAT[ Wl4L FILE: PU2141T/9045-WD.dw �.�.'�w+�+N� Q C) Nt W H REW9m TOCONFORM WOX C ENsmucnoN RECORDS WAW23 AN DVS DUVALL AVENUE NE stwoo Cu� OS MAE 6 k III =i am ROD' 410 P ANUT GENERAL NOTES: _ a N MR Unmm ONSLFIEWVEWPALLEM4ING GRAMSS im i ® a G"n ssv TMw uo VARIEDUPL EIRMSE It NOTED. 2 3. SEE MEET SUPPURATES MR ADULT WARN NNNNAGF NOTES w EEROPAiioREdsERIIX10ETN1,SMTPLAN — . AALLLL�OETS ME TO TH E CENTER OF ME COUP (CHIIF�IOOEX12 DEC ME PROVIDE STORM DRAIN IMR FRMECRON PER CRY3O] COIRSTO nLN ID al u, FORALLNEW CNP6 SIRU S CTURES CALLED ON IN THESE Sir SHEER.MNMAI N IMET PROTECTION UMIL IS'(MI J - SAMNO AND ROADWAY OPENATcxs ARE COMPLETE o �Ex<Rwe _ j.1 U OF ERNNESTS SPIN. ATPARTRS• SEPARATIONa _ LI IES RE ACx EVEO REFER TIFFL] CANNOT NOTES: l T gCOMPRDNroE�.P�RIRE PEMLPERR�ODPLAND)D� 8uw`RANx FOR 21TDINERENCEINIPS BEFFNEINPIPEFROMMO ANDRKULµipSCRUTH nwiz BE q VVERMAL ry vasnxDcuDEnT C:. = OUNEmPI _ _ ---- _ _-__ ---- ____ _- ww+a. tPPl n� WI TYPE MZMMEN ISTATEIII - s Ee'Uzr, EM_MUCI Uz,NII IE42 SAD NE) DPRwlu��,Nl - upu•, sl IEyU.9a OUT NB', WI HICAMM IN M-,wl IE420MOLTD2,SI A wulENirvj ® 8 tl s e 8 g R 8 B B B B B B B B B B mW PROFILE VFB.E,MMM, CITY OF RENTON MORGAN ;� RECORD PUBLIC MAKS COMMITMENTTRANSPORTATION Isow CRECKBUY.T— DRAWINGS APPRUPEDwam'm.urno. PULL MCI TIC DUE NUFAI BY— vin ON MD' �°R-410041 DUVALL AVE HE mmmmo. SDI VIVIANo RIM PLAN AND PROFILE 891350 TO STA 89D+00 .a.�a SHEET OF 13 erxo. y�ar� 0 I GENERAL NOTES: STAR. TIED) LL ENGRING UIT O 1 —�—a� i ANNS]d.NPAN 6CAATT<CH WIIPPVERSEAD (RATES REVERSE AND S SHALL HE VANED 3 - — — — NOTICE. BE — — — O RD 3 SEE ELECT LE2MR ODDTNONAL 5UPFAE WATER DFLAI SEE — NE III �. T$ (BR39�� __—q WPMDPLWBiW30�EX[X SECTION OETNL BBBpOED $ —� ` AMLL WLOEISMFNIHE EFXRPOFINE L�00 _ 89Bw0 _ N mSO 66 G AND ECORSL6nNG EThUCCNRES MATURE ONNi EESE UUVALLAVENUE NE ED SHEETS, MAYMAIN INUT PROTECTION BAN On F aAVI HL�Dn DMAYOPERATaNS ARE m _ I2'Irol _ u'IE91 m _ _ _ _ _ _ _ _ _ W ], wP TONAL UTILITY DISCHARGES. SEE DETAIL 3. m t { _ Z — gym—m' 6XERSRID FATLIMIT NNOT BE AEROSOL p CBp6O 1 CAPER O1 �— CO TO GREATS, MERETAILER ET SE1pmOEACM NED REFER Q $ f NOTES: 'yU n CATCH WIN TYPE I PER COR STD PLAN DRAW A� 2 CONNECTION TO DRAINAGE STRUCTURE. g UNIT a 4 CONCRETE INLET PER CDR OR PLAN ACT ED 55 CATCH WIN TYPE IT PER EDR SLID PUN 30010 SIC RIAN MET CATCH BASIN EYES 2 ME COS sm PUN 30E.W IF a Ix a� R � w APK Exlsnry GRACE PROPOSED OE AT SIDEWALK GM 9 MEMAN MDEAT Y ACNE ACNE AEG 9 z<aIT M'@9 s.E.D95DETn T d` m Am ACNEOLD TYPE I ACp gaRIM IE4i596OUT I13'. EI C9yBMEl PLEAD Q EM91NGGRAM _ TESHIM IN CARIE S wl �X4 vaSONPr,p IN q RrEE 894r00 BBMW BBGW 89710 BBNW BBM50 BMW BMiO a REVISEDT OCONE el WITH PROFILE R-410042 IET 1-E CONsi TO PROMISED xEcoaOs I„_p, - PROMISED GBaD DO EOuD z< ORM I4 5 vertu DUVALLAVENE D. SDI a� _ CITY OF RENTON aPAPERS RECORD �soN _� DRAWING RwwwRmem.unwN STORM RIAN AND RROFILE "IT JECIDESS. 9 � w rc . STA 89SHEET2 SEAR9R+50 ErxD�g arm SHEET 13 8 PROPOSED OF AT eElN EXISTING wnEDYPI �Erocxnxm s59uss'IPPI ueaLf u•TP swam9ETIBT aDmTWTI%T COP38 ME I - 391NOWu'. XI IE4yu851HU3', WI aLnlu".S Ex6nxGGMDEAT wxEDrol GRADE EDI PA RS ^^ 9a SS 9a 83 9a Re ^w �S: �� 3= NS .S Q. nX "2: Q T I C) Nt W In m MS ®z 8U°i; PROPOSED EAT EPEENEF : IP1 n vW3IRm Dul,m NEW -LINE ITVU _ ______ ___ x'Vm swmsE Oa mMRm 0 p —STn NM6&R31s'w AIM4•UE9P E pIM EL 1 l fdX9M"n RIM U-4STA 33_ I IE•6MLIIIRYP.[1 ¢.pFMSIN(ll PDS) ucaM 61111 ] ••NE _ ]< UZ W,•I11 IE•1ID5000IIT PP. WI STARDDEETC353L N I 31L'. OEX4 1E=NTllIX'D"•6E1 -4 961Ex SM IE•1x3.560Vlllx".IMI IE•O 9P RPQPISO TIED p PRTTEDGRAOEAT 6319 uNTODI F C LINE ITYM :a, 9a 95 95 95 59 59 9� "a� a5 a5 a5 a5 9`a 'a `a 9"a a"a a"a 100440 REVISED TO CONFORM WITH CONSTRUCTION RECORDS wre.� NP. om B001R BMW PROFILE GENERAL NOTES: UTmm LOCAR IONSLFIEIDVEMFYAU Ep41XG T. MESAND GRATE35H01L 9E VANED GRATES PER COP SW AN D BOX M UNLESS OUR PREFER NOTED. 3. SEE SHEET Nx MR ADDITIONAL SURFACE WATER ORNNAGRNOT4. FOR ORFA PIPE CHSERIIX10RN1. SEE MR SM PLAN 220M ALL WLOVTS ME TO TH E CENTER OF THE STRUCTURE & PROVIDE STORM EARN I HUD ROTECTION, PER CDR SUB PLAN p16IDOR ALL NEW STRUM RES AND EXISTING STRUCTURES CALLED ON IN T SOVIETS, MANOR N INUET PROTECTION UMIL SF RAVIRL�DHEADWAY OPERATORS ARE COMMRTYP EL UNLLLY THEORIES. SEE DETAIL 3. SHUT . IF AT LEAST 8' OF SEPARATION UEFVHENITI LITCE CANNOT BE ACHIEVED, FEE NOTES: FORT TREE BOX WORKTRAMON UNIT gZOUDD gCONNECTO OPo�N.GAfiTRU�E, ER gG COTCH NCLET RETE E=LPE°CDR� aPLAN im°DO 6M .R-410043 mad °FPw a OF RENTON DUVALL AVE NE o. SD3 te„ CITY RECORD TIMNSFAI ILEN ALTO DRAWINGS xwwwx¢rmpurnou STORM EVEN TO SA903+LESAW nFviWxofXA�Prox STA 898+50 i05TA 903+00 SREETNE �aryP ■ IIIIIULBI i SEE SHEET SD4A STPSm3IDCREW l52BUI u wm Ew3sa1 s9.aosom/Fr mrunrclO 3z'Ivrl Fxsx.mwTlxFl I I = L {fr—� 12. PP. IiPPman T I r fl0GRFX,nSHI WISHED DUVALL AVENUE NE 1 � `�mwL3Oi Oi cewss LAIN Ei AT S _ --------- ONE V BE TO BE 8 sFAAA281MET /n UNEOT'1 _____ ______ _____ US z3GG.Fu PPI �muznlAT cN 1 SELOORI L mN LE9x IMMUNES,sx Isiiz W (W.'sm s31.S amTln•,nl Olxli x•,m jss,xEl [IJilA N E nlmxGG EAT G E - - o Iss^. sl EUxExYY1ETIM - ,AO T>3". s) °,{'m IL132AOUil„'.51 FF 39 6'm Ngi SIC RB RB 92 RB 92 92 9B RB �B 92 9B 3B R2 9B �N gY es gn 9N es g gk 9$ 9B GENERAL NOTES: VENPAO EpSiIXG UTmm LOfAi ONS�FIFW x. ATRUCTAFROUNJURCVTOIFFEAUTMwiPINAuDUS VARIED mT]dOR BEAT NS� NOTED 3, SEE SHREEF I W ADDITIONALSURFACEWATER EMBEn PIPE SECTORID iN1. SEE COPSTOSTOREAPLAN UlO�ENOI ALL WLOETS ME TO TH E OFTEN OF THE BUD PLABLUED, FOR ALLN i EESE AND W TNO STRUCTURES CALLECOR DON N PNLRAlAPER`SAE SO ASTrvc IROADWAY OPERATORS ARE Q COMPLETE. . MRTYPICAL "I O1041NG5. SEE DETAL x. SE1wEEX3ORLUDEES UJINOTeE UNiEVEo j EFER TO DETAI LR REST SORT. j NOTES CATCH OLSON TYPE I OCR N STO PLAIN 8CONNECTOR! RE .FTREEOD oxAGESTRWORRILTRAURN�� OUR BUT) PLAN 200.30 5 CATCH DART TYPE IL FOR COR STO PLAIN 10 AMR CATCH DART TYPEOwn E FOR o PLAIN101lm w m "SEEN 901N0 "I WBWD "TOO "I I PROFILE VERT L a R — 410 0 4 4 REVISER CTI CONFORM WFFN REVISED CONSTRUCTION RESCORDS /,m,DE3 EV DVS \a„xo vertu pUVALLAVE NE o. SD4 a°4 CITY OF RENTON EXPOSURES 'U'" �^t RECORD iXPN �+ DRAWINGS ONENwamEm.urno. STORM PLAIN TO SDPROFILE m STA 903300 i05TA 908+00 Fr SHEET 13 N0'�-°F= Q T C) Nt r) W ifk, ;I BITE 5 AT OF IT) SRI0050 R/R � OFF? , oD�TRmEI � ��E - BRITISH) METHOD MINE) s c c DUVALL AVENUE HE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SEE SHEET sw ' _._ L Fn I2(111 Como ®XLS SEE SHEET 509 PLAIN AT S 0 RUNEO fI n ITYPI v"IWI W35 R/ST IX1G'BE) Syi 135MFIYIrr1 (Pw IR59151i' Pr) EnurofTlM saouo FT 7 Ex EB911 c0p1G rvvEl OlM]nRl vXOr OGMOE AT nlm EL" ITT, INTPi'�XI IEM3S IEIN�R', NWI E�inv la1ix'.NIRIM EL�435 AD F1232MIXIli}5W1 Trrl BA#U WT11C,51 113,A 113".51 IFN2MWT(v SET mA a5 «ES m% F3 BE. CS I. a ipm .°I. ^m .R. 19. GENERAL NOTES: EA41NG UTmm LOfAR IONSLFRLOVEWPALL MEVAND MATE55N01L 9E MANED GMIESrq CAR SETS AN D}.N SS UNLEOTH WAVES PLANS N TO d NOTED. 3. SEE SEEUE2MR ADDITIONAL SURFACE WATER DRAn E E dSERIIXI OETNE. SEE MR TO PLAN EE030EASTERN ALL WLOUTS ME TO THE CENTER OF THE STRUCTURE & PROVIDE STERN TRAIN I NUT PROTECTION, COB BOLTS, FOR ALL NOTHESEAND ETSTRUCTURES CALLED ON XIO BRIEFEFT L TEAM c rvl PRO ROAAlownr ARE BE COmPLEre. , MRTOTOTAL UI14NY OPES51NG5. SEE DETAIL x. DEIWEES CANNOT BE SEPARATION CHIEVERED j UP ETHICS I TO DETAI LI REST SENT. m NOTES VON STOoR� ED gCON.�F:E °E NNAGEE UNIT CONCRETEI 30 W:2PEw�no a� 8uC °A BLUFF [LJ INDEED 90NM 90.5FW f06FW EXTREME BOMW PROFILE NORM 1 VERY,La R-410045 REVISEPATF D TORECORDSmH (WDW DVI vertu DUVALL AVE NE oSD4A ITYOFRENTONUMBER REV=NM5UIPH)N FSRECORD Umax Y'�DRAWINGS awwwam'm.unw. STORM+00TO PLAN SID PROFILEACT ' u STA 90SHEET5 STA90R+00 Fr SHEET I3 N0'=°F= Q T I C) Nt W uMENIN FEET S54 38OFF1 -0'W RELIC 580 11',p 40 OFFLINI TROY 91 BM EL- JIBES W LUXE DMI EXISiINGG Ai ____ CxXE ITW W EXISTING PH ADE AT P iEa>xzElul<.wl x1 Kno�Ta Erl oorlss',xl xs^a �: a ..� .x .. xs 9A 14aa 5A 55as, �, aA 33 MMW BiYAN BIIMID B1SMD PROFILE �`flOV.," .EYm CITY OF RENTON s^c°x RECORD TIMPAPORTAYNN I�X CREMBY.A— DRAWINGS aY,EYNa�Y,.Y„�Y. mFIX I Cut IEVE6DY1113',SI IEs28.R MY (22 NI GENERAL NOTES: L. COMPACTORANLLFIEIDVEWPPLLEMSING MIEVAND SHAME SHAUL A VAPOR ADAMS PER LCOY SD PLANS AN D SEA ED UNIES503F ERWISE DOME. 3. SEE SHEET Ni MR ADDITIONAL SURFACE WATER OKAY. SEE CORSO PORMPIPELAN MI CSERIIXI AALLLWTE L LOETS ME TO TH E CENR OF ME COR SO PNN BIGID,FOR ALL NEW SYUCNERSS AND EXIMING STRUCTURES OFFICE ON IN T SHEER COBU RNI N INIETR PTECNON UNTIL SF RAVI ML�OROADWAY OPERATIONS ARE COMMRTYP aL UNUTU OR S51NG5, SEE DETAIL 3. SHOT S. IF AT LEAST R' OF SEPARATION AMMER UCILITES WMOr BE ACHIEVED, FEE NOTES: ggCONNERD:roo�x��aURUEAM guTHBASIN CATCH BASINPE.1LUaa� °,a�p°0 R-410046 MEYER REFUSED TO CONFORM WITH Allmon JAY BAD DUVALL AVE NE o, OUB' O M PLAN AND PROFILE 08+00 TO STA 913+00 AMC .a.�L SHEET6OF 13 Frxo. mar t imeTIL' N^IVN ---- QN------------ m G ss'IPPI �1 z a ss6nm 9 Vi -------------- F ■ yEo GENERAL NOTES: TlT1 E UTmm LOEIR HALLFIELDVEPPaYENSTIING o® SiA91 035XL p ® R MMPCi<XVXFMMSaND fJ'OF UNER9U 1 13ULVER! DFFINEmE PENNMP o.w.NU:ESm.wwVR _ Sx.owolti rvoreG -zlWl 3. SEFSHEEi Nl WPODUNON9ESUPFPQ WPRP DNJ9wGE RATER \ ®e40 ]OL, 4. FOR NPIdLSTOgMPPE FRENCH SECTION DI �\ E LU SEE MR STOP PLAN 1m30. N STRUCTURE 664E 99 ILj ^ FLGTURL FIDIHE(FXRPOFTHE L v 7MAP 91GU R.O 99].W NIXON STRUCTURES SALES A ENO ON IN ti AND - f—l�' `—'�UVALLAVENUE NE —� O1 :a"vl"'SrvE MEMPTAIalownroiiuialON BUTL �% N RAVING PR ARE �i 7, FORTYP aI UTILITY aromx6S. SEEDETan z. ExEETS. IF AT LEAST E' OF SEPARATION _ - - - -1 -- I 9EIWEEN MITI3,9HERTSDID, 0EACH EVEOP. PEFFP a (MllN P �J ttIEFTP L3 SXEFT5010 993a.35nE3iealPi TO ST91"LS0315R—v 9RPE� 1 : 6a5.035uR OUST G3 ///N��OTES: M Wz9i3 g l3MFP IE%LL5.051X I51 V` ' 'nO IMNN42542 g RIM FULD473 15 � � [X MEN TYPE 1PER 6R5T0 PIPN N].W Iz5.93 I4',A li 1ll�lF4ll44IN SO I IE-J319z OUT 11",NI li A"RM FIEDIINN U) 4 CONNECTOR! TO DPNNAGE SThULTI PE. ENN BOX PLANSALE IN E ND lz �ui CONCLUDED wuTEPmFOR Sm Pury oz00.30T CH MEN TYPE U PER RON STO RAN 20010 STP91RUNI M35.9,35AEi <X MEN TYPE PER 6R STOP PIPN NI.W IEwi.59OUT N".XI �'----- <'M<'DRUN IExO SPTIMP 916r35X.I Exssaa ECRINGG cuxElrvP1 PDEAT PPOPOSEDG RADEPT ILINE MR) - --- ______ INggz'IPo 64192OUT Er. NO 9IlNW ii/R smm%Ti/F! MnEu^IPoI smNpz ET/Fi smm9sn/Ti RIMEI IE424101101(lr.511 B I IN EV,,A ux to^,IN cxnx9 TvvEl OVENS AT DUNE PI ulaurhz^,xl wz9.93 CAME) TYPE PE @NHI IIIN IP. WI PROP"�P) E4mm mlorvm UxE'.zs^ l CY - IXh]'.E 1 IEM196w51lNn WA XI pRz''. „5�5 s3^5 �9 IS 3% asa5 9% 91}W 6ID IE- WThx', X) 4 19 pR &m ma am "wR SR R? Hu 55 z3 55 "za z5 z5 "z 33 33 "z"a z5 55 915,09 916,01) 917W9 SPIN o PROFILE R— 4 1 0 0 4 7 REVISED C ICONFORM RECO RNTH ECORDS CONSTRUCTION TO ONRELORD3 EXXON 1- LATE �2023 By .E.w CITY OF RENTON DUVAILAVE NE D WHO ,,"Y; ,AN RECORD IsoN 'x CRIMP. HDAIDWO 0. �— DRAWINGS awwwam'm.urnoN STORM NDPROEILE WIT ET- POLL CRICSTA 913+00 360E TO TO 9TA 919+E0 SHEET JOF 13 N0'=°'= M • TF JI L 4.4938.3P.ETE 3 F 9OP OFx"G,5@ __ TDP OB r UFaIrvETRRU� p 6z BE L ® STA9l4TIV�MNH4leeUL Oe TOP P WREP@ EVPTOX <10.13 ® OF xMPoWER0 E NZA11ONuim AT XuyE, ELEVATION .. ANI _ __ __ mlpPJ 32^LEEI " W 9 r390 @TOP OFELlE"VWATER Bi IP`�V Cum S@9EDM W STAPLE. O)%FV5LT X� wNG x °o-I ALTEO .93Tr80 11 HE B$ STA � - mCEMEr—'bUVALLAVENUE NE RIMFI im 9%6K 39] Ga n'Iro E431Y II v�E PoI5W / (PO REBELS UPS EP 8 - r— "*P=IEa4n U4 4125 LT 4'POWER �, , Z M (CMEFME EA132707 IN lD Emu• Em.e°¢MPIx�llzTDeT1x1 @ELEvnnory 4lus mimEssims t En REPORTER q T FLU TO CURB REMOVE A[[ouwn�Sonu,I TO x xdnEn I I x I IELIOUT 14N CMEP MnS flIMLP PS Y9DUC olc) IrIPPOE•41W A�-0 Svmex�v ORE u44=OM o PP41N . E= Z SCAR DET •UP aSEA 91w46.62131s' LF SO 40 O0 HONE 11=41416 1IIIIIIIIJISBI I COMBAT8POI 931®x.s U" 1.5 L �AN 4.. DFFDNE,BaU` O® GENERAL NOTES: HALL FIELDVEPP ALL EXISTING VTmm LOfAR x. ALL RECTAIRSULAR CATCH iu uzuxm UN SS TMw�iTo uo SELL To SE NOTED 3, SEE SHOT ADDITIONAL SURFACE WATER GLEAKAGE 2MR 4. FOR TYPTAILSTORM PIPE EX[X SECTIONOnN1. L SEE MR no PLAIN 2OMD n (FXRPOFINE W5, SALL TRUCILOEISMFNIHE & PROVIDE SOONER DROUN I FEET PROPORTION, SUN BOTH), FOR ALL N i EESE AND MOMENCDR T STRUCTURES OliEOOIN V :TV oANDD ROAAIDWAY OOPERRAAIAEXFR 2_ COMPLETE. . x• IIF SOxin sP lO aL ATLiEASTT R3X• OF SEPARA?aN BEMIEEN VFI LOSS CANNOT BE ACHIEVED, REFER NOTES: 8(UNNN:ETREE URE. DEUNIT BOX 5 CATCH EARN TYPE 1L PER ON no PLAIN 10 6 CATCH EARN TYPE E 22 FOR FOR no PLAINN1%W TCH EARN TYPE 1 FOR FOR no PLAIN US WORN EE AA „DO UP SOLI D METAL COVERRPPER no 204.10 m zt 41T R-410048 BI 9IWN 4Zplp WINDS 983,O) REVISED TO CONFORM WITH STEVE PROFILE CONSTRUCTION RECORDS IXISTNGGMOEAT SEA 919155, ME CL 413 27 p_NP LATE RAU'D23 BY DVS CUNCMP IT 1 Tk- °F°w OUVALLAVENE IN o. S07 11 STUFF,„ CITY OF RENTON ,P LOT NXAAR. RECORD Iry °r'° P' �— DRAWINGS ewwwn¢re,nuomu STA91 +00TSEVEN ST PROFILE PAT .a�,l STA 9ISHEE T8 STA 9i3+DO Fr SXEET80F 13 M'�-°f= 'OFFLINETBBV5 WATER ATAT ]SD of N„16 Li RIM'1-4211STA 3<33.FIL 41439389,31s D la ",NI ® (FEWER OTTD EST HE IN E XERILD SHARE u tl3RMVFPIPE 0 EUXGFARTWN 6149x111).18. 315E LURE OF LE WATER M DEEP) AT IEP OUT RE, NIx11415111 L4 920,48ll831 1 SP ELEVATION 41 lE I®9zOr33.� WTTOM PIPE STP 92T29T L U.0 SERVKE gIMDORI89 9tz LELEv PTOX Il; lDLM - DPEOUT rvl n3UIz^IwI __ _ 4u.0 cmoul Flm _ __ - - ______ PROPOSEDGUIDEAT _ _ NE VM4�00)4LFRgSPE Flm _ _FLOOR nrvrc ®p4 RIyELMNLVz., EVER CBXmA mER TVPEL 9I LDRz9TrrE r1 1. L E.4lxm IN urµN RIM E SE SOLID LID 4161M raszl.msysL ssI P^. III Ua, S) - .O9 W aw46lxur.Sl 1RIM II 3M�fi}SI uxp^,w IE=4155o E: OI p",So I E=41132 OUT 112', NI YIN 14^.w1 INN(4,W 1a DDTlu^,xl—IE•41a e90IrtUr, xl IM4119s Ix 11x^. sI 1Y DDTIu^,xl I:.e9 I3 TUrr. XI ID9xFss^Irol T ROVERRm LiuEiBIDBE aR »x xa SE.S a Ra eR .^.R dR RR wg a°�' ^9 99 9a ?XU SUSS 9"a Q Q T C) r) w I Air 1IIIICO NO D 20 w 40 CRUDE TIED I 9P09 MARBLE AT STA RU . AEG IT EXISTNG RIMFL•W9.59' BADEAi 6Rf OFFLINEiB&1 GUX UY91 9.N59.6. 00.PLT --'-- IEJU6.090Ui1<',XI CLINE 1 Sia 4AA'OFFUNETBBU ____ RIM EL406S0 STA9SFNA'"Al IT __ _ IEmaz.m OLD la•,xl RIM ILwrrsss PEROT 75 OUT MY, UPzxFza9v% _______ ____ s.amsDRm _ -- A ABAR bmM LIF SOGRESMAR UP 57502B'1%1 yp090BnIR cxx3o irsE nF % SEEMED I131 LR'.SI 3L EFFAREST IN IE405H IXDR, AEGTRVI - re- aUFUx^,xl -Iopsv% Bm3TVEI WEI n9zzaa6z.vL -RIM - In lzz', sl MELwa MxRVB9^TVEI relsmn4,18 - 0I 60 Ur Uz', xl ID*w WIry Izx's) A REBZEES N) xl Irv�a•.wl MELJOsm I[I.39x651w1u'.A IN U UUR, O Iza^, xl mlxln',xl IE D63 DUNPOWN EM91 NO OF AGE AT PROPO3 DGRADEAT GONE mr GLINE XI UZEII9 HMO FRIENDSWBwB SEAT 1`4 MrwB "EK BY r„ w CITY OFRENTON NMI SYS RECORD CRASHTRANSPORTATION X.. �- DRAWINGS Rw�wxA,A. FAA NIGER. XP w MewB GENERAL NOTES: 1, COIXINACTTOOR HALF FIELD VERIFY ALL METHOD GRATES SHALL BEVAN ED GRATES PER COB SM PLA NS ENTER)AND zm.z0 UxN3S OTHERWISE 3 SHELFDoDawEN SEEoYUX2.Ecx s6rnox DETAILF Cog AD 2020.SLLLL CAMLORUTS E. ARE TO THE CENTER OF THE 6, PROVIDE CUUR MEDAH]LE30 MAININLET AND Exlsr NBE STRUCTURES CALLED ON IN THESE MEETS M TPRORrnON UNTIL wCINGANDROADWAY OPERATIONS ME FOR WCAL UTILITY MEANINGS SEE DRal2. SHEETMID FATLEFEETTIFOFSEPARATION SETVEENUTILRIESCANNTBEACHIEVED.REFER NOTES: CAT H EARN WE I PER COB PLAIN Rgz[J OTHER REOPEN TO DRAINAGE STRUCTURE �� OFF ENTIRE TREE CONCRETE BRAD R SLID P LAN Vu H EARN WEEIPERER COB OB sTT �zo�w OSEES EDALS 7463lLI FOR DESCPmIO OF WORK. R-410049 DUVALL AVE BE STORM PLAN AND PROFILE STa 928,00 TO END 5HEET 9 OF1 REVISEOTO CONFORM WIiX 80X8TRUCl10X PECORDB Mn6n6v D. SDS Er Xo. �ayr Q T I C) Nt o W no - m 0 "1 ALLI I L _ WALK DUVALL AVENUE NE PUN PLUS IN Bm GENERAL NOTES: OTmm LOCAR SHALL OPENING VERIFY ALL EpPG MES AND BESIDE SHALL BE VANED GRATESPq EVER 510 PLAINS d AN D=.N UNLESS OTH BANNER HOTEL. INV m MBOUISE 3. SEE STEEL NS MR PADDRIONADDITIONAL SENATE WATERONOT 4. ORTYPRTPOR d9ERIIX10ETAL,SWRSDaI . ALLLOWOEANDTITHECFNTEROFTXE STENEVENEAREASCILER 091 & PROVIDE STORM BRAN_ COR SW PLAINBOGID,FOR ALLNFW N STFUCERM AND ER STRUCTURES CABLES ON IN PAVINGISMO ROADWPYOPERAT IXI9 ARE ILF9F COMPLETE MGM REFINED) 7, SHEETP 0. IFATLEAITY ST M OOFS.PARATEE RETAILOz. EDIDATANESS ITTLINES TEAPOT BEACHIEVEO. FEE NOTES: guttx BASIn TvvE z MR coP n0 Pun xmro EGNNDRIONTD DNJNAGEEIRVEIUPD. 16 .M OFFLINETREE BOX 9IOFILTRAIION UNIT 9 OMPETEINLETPERCDRSTEPANFBIAD LATCHMEINTYPETLPERMRSTOPIA11E00.30 CRI BAS"IT 3 PER COP STO P-AN EOIW PPO BASEBALL EAT BOB FLOWIWEM Vaamr aBom ME OFFER Exx ENDI.zL IL*mnm= mm LJW. �13^.w E--)9100MISYMN MRUr.MFR(AAA nl09nmz -9SL BUT RIE, NI B XGG A MORE E MwE52+00 PROFILAA d d'A'°'U a YAo< ryVIA ' c x— ENDING, Do NN 0 HE CITY OF RENTON RECORD GREAT DRAWINGSTRANSIT APPROVEDWETAXI vin R-410050 REVIBEDTOCONFORMWILN CONSTRUCTION RECORDS FAIL m/m/mv By m DUVALL AVE NE mXAVAS SSD99 PREORKNE) IUD? STORM PLAN AND PROFILE BEGIN TO STA 52+E0 - Um>mL SH EET 10 OF 13 ET No. 47-a= ELEVATORRD xV COATINGILITNE LmmmATE.11.OR AND1..IT B L PRDPD YONANDDT/IITI IPTH F STORM ES NOTE mNCMTEEx MMHTIBEOMNG)SHa MUnMDAT LOCALIZED UTLITY OIONATNG IF MINIMUM PPE SEPARATION IETvnnoxl ux rvm RE MamaxH / acx xvH. TYPICAL UTILITY ENMESHING DETAIL in I TV UASTIVARIS VOTES CONTPpCTOR SHALL PRTM ICE CONTROLLED DENSITY FILLXCDFI PIPE ENCASEMENTAT ALI CONTRACTOR SO IALLFAMEILIJURIZE NGCOF HEMSELLENR WRATH ECEUPTUTHTO ANTICIPATE PROVIDING CESSARY CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE 301NTWTHM 6 FFETOF THE EXISTING ITINTESTINE OF THE UTILITY CROSSING. t~M� PIo00000000000000000000000000000 00000000000000000000000000 00 PLAXWEW 6YFULARl. �A CASiIFONGPAn �� s'FINOV! X9Y END CAP 6EI TYPIMTREXCMDRAIIDI IL DETAIL /{1 H DEAL E49IINGGRADE 3W.0«,HTYT! u IMOD.a IN(U,EI IEFURSLSplTIII"WI a IN MAIN IF RE OFF &FEUDIST WE, ENT POED ORLY EUTIINK RESULT ,KV DD I1400 STORM LATERAL PROFILE im YOU ll� LJ CONTROLLED DENSITY FILL PIPE 40 ENCASEMENT FOR UTILITY CROSSINGS L DETAIL /I DT fIEN$EOTO LOXFOFLLIWRX m�W STORM UTEWll OEKO UNIT 09110OUT RECORDS R - 410 0 51 PROFILE A\ RTI: M/Ia/roz5 R EflOV.," PIT L RECORD CITY OF RENTON �XRN �+— DRAWINGS Rwmwamlm.unwx I FW Cy EJ GRADE 6tnwx' IPPI C=1 R/D QMzs [M]3MF JI IR 31 —UMPLIwnm IN 12 S) E,4248I EACEI INN 0 slxlr",M - 71IN II M1 IF Du IEO", PROPOSE GRADE - all DOI NJ NA FFEViR ONERD EPENTHE F w$ CLEnarzn RTOCafi EWAUP C ••^7 ••^7 C^ vFm .X M"T E1 MAPS 51,43 STORM LATERAL PROFILE in Wm Aa a PROPOSED III i 5 (PIN WHITE FT/R I RYMTIP LAUR P L RIMEL•@4,7531s RIM 5 XII', WI D IN(1r, _ CO yIUU IEUIMCUTHr, mxpi',FI E) =nzOeo Ou*Oz",xl RowSE )GRADE EXIS WTIO IX WATE PROP05E GRAVEEEXWAT LIXLOVELY EDGRAD IXOTNG GRADE T _ I_1 610012-(PI T wam RIM G @CZ]TPEI CMZ6PE IED WMO•INATs -4ZR13 RIM X.RRIs9,.5 IN x 51 - TIN�<'.Fl MORRISIFa3su x%16WIXIIi{EI iE41 D Ur, wX^.wl lxle^.w PGTxOLA WATER 8 s OsoUTl2 xl ExI „ EMT B ''^.0 :7 :C Lin DIW WHIM T,MO T,W STORM UTERPI PROFILE rT1 PROPDSEDGRADE PUTDUVALLAVE NE AWYAND. SDIO PARKI TWO DRAINAGE DETAILS .a>my SHEET 11 OF 13 SIREETIVE �alT, NOTES: CONTnRTWU VENDOR MR SHOP MIRAGES AND PVSDT 3OPVCCASTPLWN% INSTALLATION IXs1gYRIONS roCOB RPXOMu MATCH FINISH OF FLUME UD DrXl03 CUTLET PIPE CATION VARIES) FIDEWAL% STANDARD DUAL BY PpTIE 3, TRABLUnON FROM STANDARD TO DEPRESSED REFORM. a. LOPE rowARDTBW OPENING, 5% MIN USEREMp NwG S. BEGINC ND DEPRESSED GUTTER TRANS�MON AT BYPASS DUTET IPE STRUCTUREVALIDIS-S wuTWwNxIXT DISTANCES ON ER SIDES r MEc%ours IOq OUFInrIPEcauxERsa^vvc OF OLTONNLTURE TuxLnOxwSTALARzox eOm slOEs 1REE IRRIGATION 'PRECAST IN BIOFILTBPTIgi UNN OF OLD SUBCULTURE SHALL BE IDENTICAL F 13m ASgWUIRED TWO k1 05•SENDS `ILK RRIWTON I I LNPE INLET TO CURB I TP 3 PIFC6 I A I I 4 WrNI PVCTO L 1 URURE I L. GNVANIZEOPIIGIE NOSING -� $ _y}i - TIg04i0PENING b I e m 1 I WRBIHLET 1 ______ B'1XICR PRECAST LOPSNB I I ` ' GIRBPHDGIITTEP I I OPENING pLOw YXE � Q I O, I RIM ELEVATION R FLON LI HE BYPASSIIRUCFURE V' L -II -+�V SERS5E0iREEFMMEPNO THROATIENTBANCEI A Q GRATE CASTE IN FOP SUB ELEVADON FROM CENTER 'O CLW30 F E rovvlEwRD 15 RANS pOF TRO nEATFIOwuxE YMA%ITTIM�ECOONNE ON TRATPON COX BY CUT-INI XG CONDU ION, THROAT PROTECTION OFFICE ANDOCATIRCAST6'%C' BIOFILWATIOHVRECASTUNFT DEPRESSED GUTTER ON SEE DETNL S THIS SH OFF INTOPSUB DETAIL rlN SIDOOFUNIT, ORMH4GESTRVETUflESE� NOT REMOVE VLOAN IX PLACE THISETEET ME IP HOO}IR SIT MATCH ITCHEDIi ISAAND CTw �BENEBE WgAASS N®615AY II ArtD, BIOFILTUTIOx PgECAI UNIT RUN VIM BY CONTRACTOR PRIOR TO U' DETAIL /1 NOsnLL TOP INSTALLATION GMREASREEFIRAMEAB WEE BOX UXrt�SEE HURADE3 CONSENTED ANGLE NWNG BIOFILTflATIOX PPEVSTAIL TXROATORE NING a rorsue NxmCOVMEPFUSTE DETAIL /1 rNSWEEET INTERLOCKING JOHN w— oIRRIGATION ER-410052 III—III—III9 IIFIII91 L=1• DOWEL BARS IL=11L=11L=111—IIL=11 L= — e13^D.G. .a L=III-111-1 L=III-11 L IL=11L=11 L=III-11L=11 L=III— i"uiuuo asn' =, '�Al TMEEmLi nnvnsiPER LEI MEDIA PER IMITIETRATION XE� RESUMETOP OF GUTTER PAN AEL UN BOSTON N STON E PER SAY P0.EMOLRD l01 NTfILLER MI 3'0 RIOFILTRATION SECTOR DEPRESSED ECOLOGYIINiDA0.0s DEPRESSED GUTTER TRANSITION CONTRACTION ONO THROAT OPENING DIMENSIONS 2. CFTC DETAIL /A\ PPRW�TW DETAIL /A\ REVISED TO CONFORM w17H DETAIL rs\ ROSEATE Tn NOSCALE OF I LATE CONSTRUCTION RECORDS NOSENE TM O/1U aflOV„M RAM, CITY OF RENTONBUFFER DUVALLAVENE P, SDI1 "4 RECORD a INRx N :M,rr r: x— DRAWINGS vwwwnm'mRUEIwI+ OFFUNE TREE BO%BIOFILTgATION UNIT DETAILS AND �m FALLER, SHEET 12OF 13 ON��ga� LEGEND: I mnms.nsrs ro REMAIN CIA_ \\\ m —_� z PLANTLEGEND: � nanuDxr mawooD IS; N MEAN �� RRNOO �- Sian MAGNOLIA — �Rs.M ----------'--_--OF DUVALLAVENUE NE ONan EtaTED Mamsxs ? Q+ ARemSwwD OFTNTILLA V F Q SrtLU tlOIb EAVxLV _ r—_—__._________ __ _ _ o NEIEEVRED,wIO DOOwOOD I I I 0 NEURERRRxERrvx.R,x I I I ME. VERNON MURD m� :�EnEnRF PIANO of nxuvnwEDmvsOi zD AT ® NTRAVCUORTOMATCH vuxTsrEDEswTHMAREA R-410053 NOTES H roERIR �N�TDxR : THE SATTSFAV�TPONI Q -- t AuwonnsxAUNE OF THE EDTO _—______ ___—___—__— _—__—__� Owxsns Mvnss[rvTnrxrt/owxsn. t-z. xovuxTMATEewi APPROVAL SEE STEET LOA FOR ORT 2 G[n[RuxoTM, nis.a a R DUVALL AVENUE NE moo Mower Miwo a DEPTH REDUITWPFaCMAnoINREiAG sxAUREwEz DEFTxTOvsaI- Lu a ENDED wACDm sNSTINz uR m N Ai PIAIN a'.`�I I P✓/ suR® D 1�L id i=�I II w XEVISEOT0 CONFORM DS LOT 09O02ma RECORDS M/SO/iN3 By SAP 1pI'll". RLI'll 'AM' T� tML]°a CITY OF RENTON ouvaLLAVE NE p L51 ®i m ors— RECORD wENwa� NOwss By DRAWINGS PLANTING PLAN sms BEGIN PflOhRTO5TA 902a50 p� SXEETl OF9 Erxo��ya� CD 0 dw -- — c _ — DUVALL AVENUE NE 04100 mFFIN wuE�in FEET y3 .. xrbbl" WRr41EW_W40111SNq PLAN SEAT IN FEET o m a C—ems R-410054 .. Flt tt XT *.. iLLLL bi ..Y.Y 19Wfih01 2 CITY OF RENTON DUVALL AVE NE RECORD DRAWINGSARRINEDFA sox WI I NTINOPLAN STA 90 '50 TO STA 9: SHEET 2OF9 LEGEND: ` STIxe TREESTortmAl m RErzneASSTEM OR, WHO PLANTLEGENDSTARLIGHT DOWICHOS Lu STAR MAOxOiiA ON (D VAREGATEDNAIDEN z O AR�EwDODPDTENTI La - o SHIAHOPE) DA.L,r o RELE�RED,wI�DD�wD 0 NEDRERRANENNH.N.H MEE VERNON LAUREL msm�xmcTURr DEPTHArrxOVEOTOPSO ®CONTRACITORTOWITCH MANTSPECUSINTHMAREk ANDRESTOREALLAREAS NOTESTHE SATISFACTION OF : OWNERS MARESENTAmrt/OwNex. SUBDITUTIONSOHALLBE PEW17ED WITHOUT PRIOR APPROVAL SEESTEETLAFOR DEPTH IFRDOPD EV ANDINKEDENTAN SHALL RECEIVE 2- DEPTH TOPSOIL MENDED INTO AMACONT DISH NG reeviseO TODOFF0 MEV TH C ONSTRLCTION RECORDS mMnEUT MWIFFING LS2 RMAVII mour No. "ayA LEGEND: k FAMINE IN _ ��_ / _ --_ _ ansus�onrma __ -- (REF � IND. sosxesrsl PLANTLEGEND: DUVALL AVENUE NE M STARUGHT DOGWITZ F - 9T - - 9O.q_ oil On STAR mwxoua 6 z O VANEGATEOMAIDENG MONTILLA Q STEELE HORS DAFTLY T -- _ - O KEUEvnEDTvnO DODwO u PNNEn m 0 Nswm rsRRAxEanxEaDD �i R-410055 ® _ AN. VERNON MURK o:��Aa:.WEoro:RDx m =MDMSTCHALLR*MS OJESTURNED Sy MEMLON DIENTURRADEYOONMUCTION a MEARTHEMOOM NJ L'I ME NOTES: S -•--7-. =.-L. - ECNMEDTO m H IF THE SATTSF�N LE OWNERS REPNESENTATI /DWxEN. F - - 919N4 __ 0�-i - —� - B31�W -i7-- SUOTITIJBIONS5HALLBE PERMITTEO HOUTPROIS jDUVALL AVENUE NE NOPIAHNTMATERIPL APPROVAL CDDETA�SaR a „ II p a -- z - SHAuGENEn[a [z DEnxTOPSOD XTn s uxDSGYEeEDssxnu REaWEl2 DEPTH TOPPOLADLYORMSEED aRDa IFROP EVAMDNDD[x1AN ___ -__- -- -- -__ V _________ SAINDEVINTOADJACENTEXISTING PIA FEET uxmuPE REASED TO mRFORx MH CONSTRDG11ION RECORDS LATE M/10/Mi3 If m 1"°a CITY OF RENTON DUVALL AVE N[ D LS3 ®i .E.m ors— RECORD way x SWECTNO N DRAWINGwr S PLANTING P AN 1pc STA 913900 TO SFA 923P00 NUMB[Ri REVIMN"WAS�N i 11 1 fflOAH+m� SHEET30F9 ErxD�oyar� FOR � —I — — 1 AS SE AS I DUVALL AVENUE BE PLAN — — — —_ _______ O r 9 R-410056 LEGEND: EXISTING THEE TG REMAIN FILTERFLA SYSTEM (RED, SO SHEEEI PLEG ANTLEND: _ 0 STARLIGHT EXPLAINED STARMAGXOLA OVARIEGATED MAIDEN GEAR _ _ O LYORWDOD PoRXTILLA NOTESI ALL WORK SiALL BE PERFORMED TO RSPETTOWN RAPRESN2K/OWNER2NO PLANT MATERI . SIT05TTUTONS 5 Heu BE APPROVAL. SEE SHEET 6G FOR GENERRAL NOTESE, oETAIHE, a 3 LAN uYE REDS SRI RECEIEE DEPTH TOPSOIL ND INCIDENINAL) SHAuAREAS RECEIVE x OEAPTH TOPSCIL DEFENDED INTO ADJACENT ENISTI NO HANDEDNESS a STELLA DEAD DAYULY KELSEY RESIDENTS OOGWDDD 0 MEDRERRANEANXEATH DUVALL AVENUE BE MT. VERNON LABEL ® SYN 51,E 5NN e _ _ _ y OEFFTHAPPRSAYEDTORPWIL ® " I 5 E"slnu P.xxoTin \1/ REVISED FEE) COMFORR NTH SCHEDULE CPLAN PLAIN SPECIES CLAIMED CONSTRUCTION RECORDS ECASH EVENLY THROUGH AREA DATE 03/t0/Mi310 AD CITY OF RENTON DUVALL AVE HE MIAMIETA L54 =AAS �4 RECORD aWEDwa�X,.X„M. �XDx x :N„u� DRAWING"IRS JESELBELL S PLANTING PLAN mocumSTA923a0OT0 END AND BEGIN TO SEERS SNEO REVi5wxw5D'HON �� . SHEET 4 OF Er xo�ga� Q LW r LEGEND G I I 2 _I Pncp FOroAM B' IARIWXONMEFEO FIELD Lornnc.�� FEY __.0RTa VEAINY ABSENCE MANOR A-IXAR'IWoIx fUMFNfINGCp5MVRICN.LOG1FMlFflIXMF040KA0F IAAIWTIOX NR,PO L LINE _DIAGRAMMATIC LOCATECALEA — _ — — FIIXPVIPRNi MNNNG[X O= _ _ _=IAAIWTIOXBLFNL6 p Of ICIURREVAB GONE VALVE o �---`-----__•_ _ w IRRIGATION NJLEGEND BBNW — BBMW _ © _ DUVALLAVENUE NE - SXEET NOTEB: — 2 DETuLT.AND IA�AIGiiw�[aofiAlExiusrs. F YRE*iMGTIONNS MR DETAILED IRRIGATION ¢ . r------ -- _ _ s 2 CHAIN IS ISSAN DRAMATIC VACATION aQLAPH n°nnm PLAINS IS I OCCUR.o Mx�.ASEDY D,HML I I I B. CONLRAROR SULL MANE FIELD ADJUSTMENTS AS NEEDED TO MUCH FULL ' , COVERAGE. DFLGNEP A6EAVESTHE RIGHT WADDINC UCCHEAD PIANO XECmEw DEPUNDING ON nrnw ¢D ® CONCTOM. CCNTRMTM GOAL VERIFY O 10 M NOTIFYDEGAGN CHURCHES AND MURDER OF ANN DIFFERENCES PRIM TO O BEGINNING WORK, s -- OLD PdNNDIAGWMMAT" �ATIEPPM R-410057 BEQYPMEN.NADACENTMEDIOWd __-- DFYRR----------- -- ------ -------------------------- —� _ _. — © DUVALL AVENUE NE OD b0 903+00 0 S — wo wowo WI— — — _ C G L GOI FEE a PIANy II z �+ I FEET I III WONBTRUCTON REOORDB /TWmi NO: LEI VAR 9 CITY OF RENTON ouvauavE NE P 155 =E. RECORD xaLPwETRANESPEARTATON MAN,.dNDN10 IsoxPOLDVANKSCOVERMENALA PERMAYN° DRAWINGS IRRIGATION PLAN STA 891+SOT0 STA 902+50 NBNga� mumni xLNvoxdwl.ro. ^m� . MY SHEET 5 OF9 ET C) 0 .T.F V c V LW r MAN is 6CEQUPMEN! CATE IRRIGATION PIPING MEMO BACK OF FORD �..w — — , w DUVALL AVENUE NE SCALEPLAN FEES ED AT DUVALL AVENUE ME 00 R-410058 IRRIGATION rlw ITMPGMMG A EQUIPMENT = �'��•ANMFMmEMAN FACT ViCURB ' OG NO VI W LORD V IRRIGATION MEER-EIRD VERIR NGTI W. fOTICPAIUUMMENCNG "�.COONE ORNVERIEYMEMUREINMn S O�INIiEE ■ DECADE METMIN LOWER BED. ON REREVISED TO CONFORM NTH CONSTRUCTION RECORDS O WI DATE 0911012023 BY AS h 8 a GO """"' z a LEGEND PROPOSED IRRIGATION MANUI O — _IFMV„ AMNSOFVE-6 DO VALVE O MAMALGRAINVALVE IRRIGATION B IILE LEGEND + tws.vrN -�aL SRI SHEET NOTES: RIMATNirv?ussURE AND IROiuuPENSTOSEPAAT SYGRUTTEN Y6IEM IXPORWtoIOONi R DFTARED IRRIGATION E. PLAN IS EPIGRAMMATIC . VARIATION IN OEM BUSTERS ON PONT 6 FOR FINE SAN OF GRAFROCI �TRCPJ OF MIGRATION MAMUME. AMB SRANG ME SCHEMAIIC ONLY AND SONIC OCCUR IN HANSCOM NI ttMPaBEGINNIGWEed RON OXI PA PRODUCES TOO RAN y CITY OF RENTON DUVALL AVE WE G L56 'E4 1 SPAM rv., N RECORD awwwa¢rmxurnGu Iwx IWSHON)IONPLAN D Be NUMBER REVlwxwwlrrox CROTTY' D�WINGS STA 903+SO T09 SHEETAND 938+50T0913+N EI .axxv SHEET60F9 NIN�arR, 0 0 T qqd- O r) W F— DUVALL AVENUE NE PLAIN AZ REUSED TO CONFORMWITN CONSTRUCTION RECORDS [03110�ZBI e MOB R-410059 PAa WR 9 CITY OF RENTON ouvauavE NE p LS] PUPI=�. - ors— RECORD xaEowxTRANSUPPI ��x isoxPUBLIC MAPS DEPAPI PUBMa N„a�n DRAWINGS IRRIGATION PLAN 10 v0. 1pc STA 913+00 TO END MUMBERinEvivoxww�.ro. ^m� SHEET 7 OF Erxo�y�a� 0 CD T Wd- O r) W III - PUNT MATERIAL LIST OF. I BOTANICOL E WMWNN E SMt 88FACM0 WATER A THIS MEET FDA KRAFT 3. CNTRACTORIS RACHELTognYAEXImNG"I LOCATIONS RICH TO ANNATEXURATAN. 3. CONTRACTOR IS RESPONSIBLE FOR ATmIroUGM CLEAN UP FOR HIGHER NEARGENE WORK DAILY AND AT PROJER¢OSGan. A WNT�M IS � CONTRACTCALLAS REPAIRED A MOUND RARE COMRARORAxDAROUAUEIEDN STLLIE0.NAWFSKCFTABIEN THE VALE MITI OFTHE M��M OBSERVER AND AT NO USEFUL THERAMER. G. IXMFAYBE NATIVESOIL PRIM FORMAL INSTALATION THIN EXCAVATION SHALL N PAID AS" ROADWAVENGVATICN INCLUDING HI EXCAVATED VOLUME WALL BE APPLAXIES) WITH SELECT OW WIMPAIIFD TO%MAX RUNWAY BECINLSHFEISPOR PLACEMENT AND GRADING OF VORS FAIR INTERIOR UP MEDIAN R PLANT RD IANMATERIALS SHARE ME IT 60 I F ANDWASHING ON STAR STANOARDSMAASSOCIATIONTEST BERM! OF ME MERCER f NURSERY STOIXO DER NO 16E]AL HAVE SU FLAT ENT AGO DEVE LORA ENT TV ASSURE SURVIVAL AND THY SAMOA. WHARF GROWN PVWNM MATERIALS Am RON AN TO HAVE SO FAR ENT BE ROOT BOUND, ROOT RMwRx T. PRIOR TO DARK MULCHPLACEMENT, SSHUB BEDAREMsxNL RTTEDNA PELEARGW IWIEmE. FouDI + i/ R IM BED ROE 2/3'! IfME Ci PIµgM. 80 \Q ®SPIAP GVVA RANG M IN X PVNgNC PLANT INOMDp FLVl1 EPICUREAN. NOMOWL %PIES REPRESENTED wS } PLANT SPACING DETAIL SEA SCENCE GROUNDCOVER PUNTING DETAIL SOIL MIN SEA BUILT 9 RIM TO MULCHPIACEMMMT GRAM WK MULCH SUNLL BE INu4UD TO DEATAWN! H OF 3INCHESSIIN ALL NEW PAN3ING ARMPRI AN E M S UNO RANTS NEAR BE FORT ANSI SEND OF A � AND IRAN LANKA PRIM TO MULCH P�EM�. MULCH SHRA A WATER TOWARDS[) UPON PLACEMENT 9 NO SUD511113110M SHIELD BE CONSIDERED FOR PLANA OR OMER MATERIALS ALONG ME tlWING PROCESS. 10 CONTRACTOR WIL WARMNM1 SHRUBS ANDCWN0.tlVFR HER A PERIM A ONE MR AFAR FINAL ACCEPTANCE FEES BEEN CAVENER SHALL MENASWME PLLR6PoIFBIMFS FORMAIING ALL IX INANWGTHYLNG CONDITION SCIAMNER TOP SOIL M � MATERIALS QUPNNNES WILL RE NEW MAIM MATO FITAI'rvu mIFLCFSE xDNDNS NRY. cm�mxnre AECONSTRUCTION AND AMPAIS WL OWNMY RERMTATWE. TOP DRESSING AS CALLED OUT 3 BERM WATER NG 13. CONTRACTOR WIL HANOVEE04L AREAS DISNRBED WRING ABANDONED . EXTRUDED CURB 6' BERM y �'q SOW WEED PANMC IrypN/DMMOND AGORESCUE TURF N WJL ` `` ` ppyQG`ppyQ LAIN HOLD1' DEPTH DURVILL INRLL \\ NUM11�11N999ggggggggggg DEPoMPoSED BRANDS NOTE: COMPACTED 10 90% S'-0' (lRl'((1R Hi Ni��iE L 6' BERM ALL ISLAND PLANTING AREAS, RETAIN iPAR UmM aR a/a' Mwus TV IFIFIRIFCqN OF ALL 2' ALONG O FOR TOP DRESSING. T H H T H H H NnlUwl PIHL 2. PLANT $XRUBS TOWARDS CENTER OF ISLAND SHARES AS SHOWN OR PLANS. SYNTHETIC TURF SECTION TYPICAL MEDIAN PUNTING DUR NO RE 3' HT SPLATTERING OBW PRIVIING PAT FERRIJBIDER RUMORED, 00� DEMPEN, A' All BECAME SOIL mix ROOT Evi RAW TIME HOLD OF AFLUID ROOT EVALL AFTER HARDER CARLO IN ING PH NTG BERMS TREATED CW S ITHIFIC WRAP COMPLETELY ICOMAMEw A SHRUB PUNTING DETAIL R-410060 DU- SJC WOCO TREE BANKERS (MIN 6NN 2' MULCH IN BASIN FLESH CRAPE 3' HT WATERING Bl4N BMM POPULAR LA9£IS TOM PACK BURIM FROM TOP SACS OF ROOT WILL BACRFlLL BOIL MIX COMPACTED WIND OF NDIE REMOVE pt PM - $HALL C EA2D WPLM E A MINI BE A MINIMUM OF TWICE COMPLETELY. COMPLETELY. REMOVE THE ROOTEALLB WIDTH AT ANY COIL ANDHE MULCH BASE W HI d 3 LAMES AWAY fXOM THE CROWN RO LL AT AFTER INSTAHAipN FTRVL SHAPE RN4H pUDE TREE PUNTING AND STANDING DETAIL MMED TO CONFORM WITH CONSTRUCTION RECORDS TE00/EDE BY ^M. v>d T,%ABU Sxxvevm OUVALLAVE NE MVAAR LS8 9 CITY OF RENTON WA .W. .. RECORD xaEDRx�M,.IE,�6x IRN D MMT�G DRAWINGS LANDSCAPE DETAILS x�vivox Rsul.ro. e'40 . SXEET80F9 AxD1yia� EA MISS Wi, aI HESESS OU'Pl, POINT OF CONNECTION SEOUENCING AN, ASIDE POINT OF CONNECTION ASSEMBLY AM) NEWS %ALVE BEDDL ROPER TO PAPER T ME a I ON INTYL`iVPE,"wD NAMED)OR NUMEN (ROUNDUP? wWAI Rw IN usUP ALL OTHERI RUSH MANAGE Fn wu IRLM wm IAM WBi SEQVIELVE GSM BRAD NSBK WEEAR, M Mir 0 MASS.A REE RWSALL METAL 9 mmw SAW ROME ,•,LLLIwIULI(vUwxw[ HE FROUNUE (RESUME SAND 11 �uND� !AASELLS A M P ARM, IN BALL VALVE MANUAL DRAIN VALVE ASSEMBLY GO AGREE NO STEAME MV NRRT —SCR AM Prt-Ell. (SAST WRs A ELECTRIC CONTROL VALVE REVMEDTOCONFORMNT,H ME WW CMSTROCTON RECOWS REFUNDRATE IRRIGATION IMPROVEMENTS - GENERAL NOTES I. ALI CONSTRUCTION AND, FUNNY WITH THE CONTRACT OONMEWSANU WASHINGTN ULPAmmEXIOFTMNRMEATICN PflWERSFEOFIU00NS IMFI wrcM1 „I NFONTBAETORISRE,PONRMLEFORATHDROLGHCLLAN-LPIGRHIRIHERRERPECTWEWGRDEDMLYANDATPMI aDE-Ow ISRESPONSiBLE FOR PROTEnwG AOUGSAMURAIKEEPINGmxweF NG IMPROVEMENTS SARAI NG IMPMFMMn BY MEROSOFTNWALTER Ole UNNEW WM ARME CONTfluTOR oB DEPOSITED BYTHE CONTRACTOR RUPEE QUALIFIED INSTALLEurtIaO[SAttmenLEromE SOLE IMMIGRATION GAME ENGINEER AND AT NO WITTOTHE OWNER TO N...N 6 ALI BEl�osnFAaMGEA.iESolMnn�GDRCRm, ASPHALT, CRUSHED GRAVRI SNAUU5S EDw IN A SCH. m EVE GONTSWE MDINGIzwCRTs 'BELONG �"P' T. PIKSUIT sHALL BE ME SAME WI Wm AREA AVALAM, B. aURAUVOL WITHIN WE I1I EMERGED MAINLINE 9WxEREMOp WKPIIIBWREMEMMETRENEN.MAINTAWAA'S WnONOEMEEXIIM WO CMMPBOgREg010THERUNUSSTMEYARE � ATEODFGPEEA. DEALERS A Idffo miI .. FOUNDATIONMD EQUIPMENT STROLL BE IXSTROULD IN UWN WARNER BEDARFASAND WNMIX PmPG �.NMRIt m[ WETRBAR SHALL(W LR RPTIRES RIME IMSTAlwnax A REPEATERS ImPOVEMENTxMECCNIRAOM WEEK RESPONSIBLE HER INSTALLING ALL W EQUIPMENT NEEPLABY MRAWMPIETE AND FUTlax IRMwMON DOWN FETnvMIn ALL MOM ELMPMM. LOLAnwuANU IMPORTANT INEGANSTENOESTD LANDSCAPE MARKET. RW E°W A%WSEVEXATERIMER AND EWE ANALOGOUS%.N U LYA RWATIWANDWWITASSEMBLYON.TO QNN GLUESHNBE ALLOWED. ABMLPWWRINMRMMN FOR APPROVAL PRIOR TO USE WE. Ii CMIAMOfl SHALLVFNFY ALL WEAPONS AND WESOF IflflWATIp1 AEEY6MpRMCCNSAVRICN AND LORD UNDERAGE AROIXECT OF ADD MDKRX SL NIIXGORUPSEINGREWIREDPRPRMWXEAI IM. POOR T.T WHERE TAKEN UP WiI To OUR OR OUICK60UPLERVALVE POP-UPSPWNK=LERASSEMBLY R-410061 Initiation Equipment List go VEGAS (SAUDI AN Unions WHO BI 'WASTER) MON, LAW Am (RUDER LAIR," AM HAS AM, To, MLAI Hdlejelff�0& 9 CITY OFRENTON DUVALL AVE NE D LS9 PAPPORGALIE RECORD SHARETRANSPORTATION S DIVIDED ° '"'a"" CREEP DRAWINGS IRRIGATION EACH AoErg1 REDEEM UEwIPNOM NO� 0. SHEET 9OF94 ErW��ayA 0 CD T qqd- 1 O r) W IFFIFIF 1. CONTRACTOR PS PRIOR TO CONREDUCTTRUCK EiallP PER SHIFT ESTATE TEMPORARY TRAFFIC ANNE. 3 I DECIDED. TRAFFIC SAFETY CO NES AT NIGHT. 4ASEAN EXISTING PAVEMENT 5 EXCAVATE ROADWAY IN WORK YORE6 INSTALL . TRIMAGE AMC ADDDU p EU PAS. IDRIM ADDO . PEACE CRUSHED SURFACING TOP WORSEi 9. INSTAD.CONCBETF SmEWALK ANN CONCRER CURB END (HOSPITALS. ]B. HMA ROAD AMID SKY LIN ES. 1. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC CAEEES CON ES, 1, INSTALL TOM PORGARRY TRAFFIC SIGNS 2INFREAUT TRAFFIC SAFETY CONES AT NIGER 3, SAARCUT ABOUT MG EXPIRES ME 4 EXCAVAIT ROADWAY IN WORK WIN F, REMOVE EXISTUNG DRARELAW AND STRUCTURES 6, INSTALL GRIFFIN AN RUMINATIONS AN A UNDEPHROU AN GERALD ADD WAVES, 7, TRIM AND AS PLACE CIRCULAR) SURNMONG TOP SEXUAL 9, INSTALL CONCRETE SIDEARALK AND CONCRETE CURB ANDISUFFICTRALL 10, HMA ROAD AND BIKE ONES, 1. INSTATHEAWFURRY TRAFFIC SIGNS. ALL 3, INSTATE TRAFFIC GINC SAFETY COMARGARMES AT NIGHT 0. EXCAVATE ROADWAY IN WORK DOES, C INSTALL D TEXT WATERMAN AND HYDRAINI ABANDON NOR REMOVE EXISTING WATERMAIN AND HYDREANI T INSTALL DRAINAGE AND STRUCTURES ABANDON OR EEu4HTING FOUNDATIONSXIS71NG DRAINAGE END STRUCTURESE INSTALL UNDATIONS AND UNDERGROUND 9 DORI FORMWORK FOR PROPOSED WALUT 10INSTALL UNDERGROUND CIANDURT AND FORMER TOMMY VALUES 12, MACAND CLOSINGS SURFACING TOPWORSE, i.'uineauo NCRETEi DEWAEX, WANTS, AND OFFERED 14. HIM ROAD AMID INKE FARES 15, REMOVE RMPoPAPY TRAFFIC SIGNS AND TRAFFIC SAFEYCONO REVISED TO CONFORM WITH CONSTRUCTION RECORDS ENT IDEMVOwar TnPFNC NGNs. i INSTALL TRAFFIC SAFETY CONES AT NIGHT_ ISTING SPEANAGENT 4 EXCAVATE ROADWAY N WORK EDGE. 5. TOLD ANCOMPETE GDE 6 4 9CE CRUD SUDFACI 4CATOV COURSE. IT RREMVC TEMPORARY M ORAARYf R'A SAC SIGNS AND TRAFFIC NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING DESCRIBED APPLIES TO THE WORZONES OUTLINED IN THIS TEMPORARY TRAFFIC CONTROL SET AND IS NOT REQUIRED TO BE FOLLOWED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FINAL WORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING PRIOR TO ANY CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING WITH THE CITY PRIOR TO ANY CONSTRUCTION. R-410062 FEAR ACN, 9 CITY OF RENT ON ouvau AVE NE o To =�. RECORD xW,Dwxw,,.N„�Dx Iwx I'"'""" Y' �— DRAWINGS TEM ROSARY TRAFFIC CONTROL CO N$TRV CTION $EQVENCING NTNY a� xumxex xrviwxwwlrrox N w onrt ��.,.... rFe w��NTrzNs� oert $HEETI OFB °T C) 0 O O W IFF- GENERALNOTES: S T s oEw MGOL°SEo _/A y 1" ; 3. TRAFFICCONTIAL PLANS PROVIDED ARE FOR RENTON FOR REVIELccoMai PfGLTO PRIOMUSTSUO IT WO D gioa ROAD t \ A .1` ROAD E"`rv°rvaxYWOaRXIDx°POOaLvn ONIDWOnrc END Rsu CLOSED ` +,FLE; ''R woRK BEGINNING 26 %12 all ♦ '(� _ PNEAD ROAD WORK \' ♦ RIGHT uN =. STANDARD TUFF«orvraoLPGNs.GEwEN<EON CB'I(3P' '�♦ THE DEVELOPMENT INCLUDE TEMPORARY TRAWK o'. .!', CEO CONTROL Al. cory luxCHIe mwRFIONPM101Lr1R0.Euxtt3: \` tT IS R ADDWpYS 2.2. OL RAN CYCLE HOUSES MERCER T STANDARD FFOR MUFIC 4iHAINE WORI(ZONEA VS AS, ROADWAYS STANDARD Re Rc0 ma PAN D CENTER TURN LANE �GHE N. ® o ® 0 ® ® ` EVER DW Y ---W _6-42—o—�-10—�F—® tea—®—F ® ® ® ® _--� ___ =* A CLOSURE 13 ROnO 5 f WS'MI R 55 zs MUTmF mwREON — Tod —Rom � — ....._ 3E0 ].5'J iE FAR ADEO RS CLp 221 N --- ---- "" =6 MUTmF E<IOWREON ` E FAR ADE Of INFEEIRSECTION ITA 231 e......... ......... .... 3. MAINTAIN REMEMBERED. ACCESS TO PROPERTES W MNG CONSTRUCTION, PURR 6W MEN ONLY, i DUVALL AVENUE NE 91 w-SIRE. SIGNS MR ALL DRIVEWAYS WImIR THE -------------------------------------_ RESPEcmrtwORlCOMR, L 2E a. NACCESS DURING I ConsmuCTTlaN, RM .` w ZNI _r3, a_ IFs. aPEnmAVEL IAnEsxau DE no lEssixax IDfEET, SOUTHROUND DUVALL AVE HE CLOSURE" FRED c SSTMiR �AmmvEUlox wlmxsxeueE no ® T. ALL SIGNS ARE BLOCK ON ORANGE UNLESS OTHERWISE 0 x W DESIGNATED, L r �' ♦ PEDESTRIAN THE DURATION OF THE PROS ECTOOINCH DING WHEIRED ON STRE N HAW G I♦ SIOEWALR CLOSED SIGNAL S nOTCVENMONAL 9 ME J ROAD WOR; Roit x[x L<NE ENDS y y LEGEND: uIXROVTE DETOUR SEE SxEEiicT. AHEAD < R91 MERGE ♦ 24%12' LEFT ROAD �fV4rvG STATION SIDEPWALK aosf0 Hr w, �� xr WORK q TEMRERARYSGN Lounory N93 AHEAD GO w END C0'rEE'N ND NIGH ND RTGE 8' ps 0 NANNNunON DEVICE y Ofwq Dfw A32 T m R9 H CLOSED�u ROAD GWORK T�.' — z RE 3cx36 3E'x♦k'T wz2 LU ® woRRznNE E911 ♦ W B X3 11 T9E 3 BARRICADE II" ® PANELHORIZON BBLACKARROW ARROW E WITH YELLOW WORK E TRAFFIC FLOW DIRECTION C - - - -DUVALL AVTNUT NF - - - W-�- <` ROAD R-410063 ALJM,.� 8 WORK p - a AHEAD Y •., k. `'A REVISER TO ON RECORDS DUVALL AVE SOUTHBOUND SINGLE LANECLOSURENOSUREi II` p CONSTRUCTION RECORRB M Nr DI i 4 NA CITYCC OF RENTON DUVALL AVE BE 0 TQ RECORD OF RECOwRIF N u�0x N RMR Y' m— DRAWINGS TEMPORARY KEHONETRAFFIC CONTROL SGREnwOSHEET 2OF8 Nc��ayR GA� . SxEET20E8 Er 1 a F� + .r ROAD WORK AHEAD ENNA ' y s, w2o-1 _< nfj4yv' FAA ANY —SEN— DUVALL AVENUE NE — — E ARE WORK 4 4RIGHT 41 e •fTk cWSD AdT ROAD -•w MUST -� RN P5 R^��4 ro36 WORK LANE ENDS AHEAD MLERE 1 a Ax .. w'�i i END N�20a1~'3e�aa 3iBEEN, A ROAD WORK q G262� GENERALNOTES: , TPAFFICCOxmoL PUNS PROVIDED ARE FOR S. CONTRACTOR �Rc GUIDANCE AT v,MPORARYOmoPFFE«ONTROL PLAN TOCITYCH AN « ,r 7 x. BEGINNING IN ANYWHERE ZONE. sPEFEPEN<EooNx 4 THE z ` DEVELOPMENT ELOPME TOF BOUNCE TEMPORARY TRAIT 211, CONTROL w„EI mTRAFFIC MU ., u« PLAIN TE3: -� - S ROAD W WORS T STAND ARD NDARD TRAFFIC ONTROL PLAN IRA DOUBLE YS _ LANE COUPLED FOR FORTRAN 3, MESSLEFT�W EANDMDiRAFFIC CENTER TURNOurvNRED<i ESSURE PLAN TE „ w Vn*D Y SO d — OR CLOSURE I -HI nano _5 AP SEDEORN RS Rp I MUTODFIGURERHI F2<FIGURERHI pO'TOPFO R PP ADE OF INTERSECTION ITA 2311O PFON 3 MAINTAIN ES MER CONSTRUCTION, PUTFRGSS TO PHT TURN ONLY, ROAD NARROWS 13 AN). SIyTwO RALLDRIVEWAYS WWITHN THE. EIMAINTAIN PEOFSTNw NACCESS DURING DDLjjj CONSTRUCTION, F ' WE 1 '� s. OFErv1PAVEL VNEsxFLL 9D NO LEssmAN,DRET. 36-x36 .Y' 1. � u PDUTM��AmovDu oxworxsxaLM no g IF Roao L `- v ALL SIGNSAP x on ORANGE UNLESS OTHERWISE ASSERTEDEe AHEAD 5' unnnory HAOF NEremRETOIREDON INCLU AS HEN THE R-410064 HAWK FOR TRUCK RS wz48 ND: RovrE DETOUR SEE SHEFiiC]. 48"x48" _LEGEND: FIAfiGING DTATgX p TEMPURARYSN Laanory CHANNELIunoN DEVICE WQRKZONE r HORIZONTAL IZOTBARRICADE � RECI X I,PANEL WITH YELLOW ARROW NFCx4RPOw E, TRAFFIC FLOW DIRECTION REWEOTOCONFOPM WITH CONSTRUCTION RECORDS \\ KATE DEFLAWDS BY. NO END ROAD WOR E G2o-2 ,I 4R°x24' 48•x48" -. Ti, ARM ®Y/ 0 EST F`0 CITY OF RENTON DUVALL AVE HE �TC3 �.`41 -mm E RECORD PALI DEPARTMENT Nwmwam'm.urnox u�Dx ° '""u'b` GEM:mum" REVIAN "ASIALON BY ld v'N AT �— DRAWINGS TEMPORARY TRAFFIC CONTROL _ WORIOONEC XT��a� G•� . A, CARS6XEET30F8 FT GENERAL NOTES RPM 'y • '� 4' ROAD L. TRAFFIC CONTROL CLASS CRSES OWDED AM FOR \ ORK END v •. AHEAD F SUBMIT hMa°eAaCE v RusIC wnx mAPOPBOVALPRCITY w TO w00. ROAD WORK - µ,X IrRE, _ EVERYN NG INN AMR WORKMIE. .I. S" `.. - •.Yw $ ~ - 1. TMTANIVRDa PAFFIC MOFTHHEERMNDFARYL ROGERS ETEAFFID IN 1 :AO� i. W'T Z E E PME F 'R j i CONTROLII M'OPPODEE _..... pl FCCONTNOLPWrtCi'. ( �A NBCrDUVALL AVENUE Nf • a sNNG6UNECLOSUPEFERMULi WIE E y DWAYS EE. 9 ® ® RI `• •M®®!Y WOUWLEAUNNMPLOEUREFORM LLTHENE NIG ®® ® ®��® �® w-M M ?L®' a O ®-® ®S WORKZONED xx wonow4pEc ® M M� M� M �® SOOT STANDARD E vuxT ® CARE ROADWA CIOSU0.EC5 ?AHEAD . YURE GH IS ♦ROAD Eau: - av y(y_ xa. MUm CLOSUpFrtA-LRI SAY iSAY 1 r « CIAI. ss MUTEDFG - - LOSUREON SII FAR SIDE OF INTERSECTION CLA 22) ��, �RIyG� ppN��T ON E6 MUTEDFG REG SS: LE NE CLOSURE ON RIGHT rNr F MUST 50 T RIT 1 L.An D WRrwo LANESI:�� q3]ROADUNN Gco sm rn0 pL µEA�G XR3 MAINTAIN Nnorv.vCRY uoseD ^IfEc xeR WORK sIRlsGns xTs HEAD \ (U - ;N, 1 4V/q AHEAD RESPECTVE wm�ZOMB HR•x48' LEGEND: a. PEDESTn AN ACCEsswwNG W2O SETKI ROAD FuCOxnRu[T O . W20.1E8"M8" ERirvU STAG°rvs. OPEN TRAVEL LANE GRACE BE xO LESS HEAD ED FEET. ROAD q TEMPORARY SisN LOCAT°ry 5, PEDESTRwry PATH DIVERSON WIDTH SEALL BE xO R-410065 WORK -� ® CHANNEuzATON DEVICE '� _ ]. RLLSIGNSR0.E BLACK ON ORANGE UNIF55OTHERWISE If© RECTANGLE DESIGNATED. ' •.� _� MES BARRICADE uuTeu[x Aaa°w PArvsuELmw P. PEDESTRIAN TOPERATIONAL. OW }\} REMAINS REQUIRED ONAR FOR THE TRAFFIC HORIZONTAL DISCOUNT ROYAL IS OOTOPE PF THE °IONA,INClV01NG WREN NRWN 1 TRUCK ROURE MATURE ME SHEET ! yECTION 0 ]A .� ar. 1 I40 qT�.l Tn RB SERIOUS CLOSED XI V _ %I ROAD r .~ ,�AY•,x ROAD LEIi LA E III(((AHEAD iR WORK ` VISO GROSS HERE WORK �L r �, i,• I .! �E HE .� .. \ r1N" SIC .. Y AHEAD TREAD .FI oseD DUVALL AVENUE NE I` A ° lams a a i �WORKZONED � � CS _ �� . O� •�� YP I COG y 9� F RE WO ZONE x3 PREPARED -' \ j HIM, \ • TO STOP `� �'J• '" — — _ DUVALLAVENUENE j r \ f 1� z ROAD _ 't ,t_.��j '� ROADNWORK. RonD 'arc s WORK E� 9 WORK E r + AHEAD REVISED TO CONFORM WITH g8•IU0• AHEAD CONMENTION RECORDS DUVALL AVE NORTHBOUND HALF ROAD „CLOSURE ' CANC ]P W1LL1 1 ARGUE FEET i Y8"xC9' I81 W=w GRAIN CITY OF RENTON OuvauavE NE �TC4 SERE A41 .r.ry RECORD awlLwa�E,.�.,rUN �soL U CARGO. REVINDN"GAIRRONS BY AM MU DRAWINGS TEMPORARY TRAFFIC CONTROL PAR WORKZONEO REL c*yS A SHEET 40F8 FT _ w, I F f . $ y O - !1" 1. GENERA PLAINS BE t �\OTES /JJR 1 PREPARED c\' , EA GVTOC PURPOSES. mrvnaLMrvPONTRACTOR RIOR TTO WO IT TO STOP AHEAD O O REVIEW AND ZONE.APPROVALn PRIOR TO W0nrc ROAD O 8 WORK AHEAD '� -A z STANDARD TRAFFIC CONTROL PLAINS REFERENCED IN Z 6- L E EVELOPMENT OF EE TEMPORARY TRAITK36'x36 .qrEND ' o-i '� a O z.B. DrvwsovrANGLEPuuimvu iDNnuULNrma EuxTn: 48•'x a . CLOSE DEWALx HEAD A_ "� wz0 )A � K, WOWAVp �ROAo WORK_RIGHT DRY js 36^ XD.NDTRANDDDX,a rCa. DT - CxIRROADWAYS 91 C It 11 ..� DORMLE LANE ACCRUED FOR MOti Gzc-z , ,y, � zq xlz' '-�- T o 23, MODEL STANDARD TRAFFIC CONTROL u ttu'. u xx' '• _ .. .. LU LAINMALAY nrm Tuan urveclDwnE s 1WORKZONEE WORKZONEE za ED �mPFIGUR .TEMPORARYa0A0 _ `® ® o A M W"M ® ®� F®FEi-� ®� ® F® ®.g ® E z.s. ED CLOSURE UTED FIGURE sxzz: RIGHT LANE CLOSURE ON ® ®�® ® j®�® ®� " ® �® MF5 NI NI MI ®ID HITZ MRAIDEO RSCFp 1311� .q p K DUVALL AVENUE NE c� i 2.6 FAR aDEO RS CrpI i31 UTODFIGURI U'wnEory AVE R 4 DuvnunvervuE NE BW AP@ 4 v�ay i S ' ® a 1 MAINTAIN IRMER WHs INACEE4OINCOMESSTRUCTION, PLACE R16W MEa " •^ .�., E NRESpIE�, SIGNS nVEWAYS WITH XiHELV y. ROAD / `Iiw o- a. MAINTAIN PEnMrnwIN ACCEssDURING WORK x Z �� CONSTRUCTION, LF LEFT LANE x AHEAD BE xA y� g OPEN TRAVEL LANE SNAG BE NO LESS THAN 10 REi. CLOSED "4. PREPARED E T N BLACKDry DnAxcE uxLF55 Drx[nw _ dxE1D WA -DI w ; yiO STOP • G PEOTM �4mDVERS OxWmxSNIILBE NO gB'zg8' 8 NOS "• _ wzo5 qa xaa" - :, ALL SIGNS WD.N DESIGNATED, ROAD WORK - - p' % " - WORK 3BOA 6 - a EDE m oN H*xDLasflOOcwoxDWHEN axnwE AHEAD DURATION OF HEPROJECT, AHEAD SIGNALS nOTOPERAnOWOL R- 410 0 6 6 O mE TRUCK o DETOUR HEET DRBEE BTET wial LEGEND: Wz0.1 a..xu- q8 YS *VRHdfla0W 4SxEFDEDH MEASURE 9nipX �•'• - 13 T�6 „� \`\ ' I• �. 0 rFMPOxneVSG x LOCATOR T R Icxi LAN ROAD W CLOSED O/RO)AD\M CxnxrvW unou DEV CE ORK Tn T� f: AHEAD WOPKZONE / A '''yyy��FFA2•.{� AHEAD aa- `.�• GZ �P I ) ` : �F NF $-FF nPEs BARRICADE v N E !a '�� , xd tltl 'lll5 �DatA YI' IR ® PANEL RECTANGULAR BUFFABROW 1 i N20'1 E B B`�Y 30.�1x E WITH . d6"x4� 8n T OG. O 36y36 !mG F I E rnAFrcrmwDeEacry < WORKZONEEROL Wf6 F i I 9qo T ' SO z My ®yP00.®My ' ®®®e®MMEM ®® ItM OiMM L' _ _ _ AND • i ( — DUVALL AVENUE NE REVISED TO CONFORM WIIN \\1 ` CONSTRUCTION RECORDS AVIATION AN US HARTROAD` N I END _ AHEAD ROAD WORK • _n. .� `. Bx24.. 1 `DUVALL AVE SOUTHBOUND HALF ROAD CLOSURE _ A /1LEA i V - 481x48" rtvPryumwMEPAVDnert MRRONG SCALE IN FEEL 50 ,VA m. 14 CITVOFRENTON DuvauavE NE �TCS REVIERNMARIETI BY �.Lii* ten— RECORD PUMCMAKIMPARTMENawEDwaxmD. iXDx D :NLp DRAWINGS TEMPORARYTRAFFICCONTROLFACE WOETO F8 �� . BXEETBOFB Fr Q kto) F �. FEE ` ' 1. GENERFKRCoxmoLPLANS S.CPROVIDED OR MEEFon .� OTES ROAD r R 1 E HEAD FAIR - '+� Guw c PTEMPORARY URPOSES. run�ocivuo"N • AS 3_. [ �- O V REVIEWBEGINNING IN AAFX APPROVAL PRIOR THE) WORK. ` END TRAFFICCONTROLOLPuxs REFERENCED IN tZ ROAD WORK �• OF E STANDARD ARDTRAF P¢V BETTER LPLANS RY REFERAWK p 2 CONTROL NOONE NNF rtOwAFFFICOR MVLima PAX tt3: • < 'A / A, '. A;w- "1FWALAFR) a .v. r - RWINIAY3 IF UP 2.2. RESPECT STANDARD TRAFFIC CONTROL PLAN TAKE DUVALL AVENUE NE 3 ROA ROADWAYS BLE LANE WAGE FOR MOLiuxE HEE ® ® PIN 08 ®"H'® i3. W3WFSTANDARD TRAFFIC CONTROL PLAN tt11'. 4F--B w LEFEWNEANO[ENTERTURNIANEC10sNRE 5 _ ..._ ..... .... ....... O w WrtROADWAY HE BITES AD BAD MUTCOF ROAD p-J ®-b GETOUR PER =5 CLUSURRE ITA131 CHEAPERO y, � HT ROAD ' WORK "a 4 AFA'EAHE EN AHEAD y _ �a�` MERGE RICHT Wm-3 "PA0" W8-3 REVISED TO DOCTORS! WITH CONSTRUCTION RECORDS DATE 65 1D BE ® DART R WORKZDNE F ® e� ®— CE _ �—® �. A IS —RE BE — —A BE— ASkk RM `_- AIR. `'J c IGURI W1 j S6 MVTAIVE [OFO Ns flp 331�wRFON u FAR SURE O IP CIO 331 MOB,x Ert k GO 3 MAINLAND 1uE6 WX6 RESIDENTIAL PROPERTIES nr HE MI -PNBC. 1:6W iE L I I r,,., . _ A RAT PECTIRSEEKS F0 N AttF.ss DURINGL DRIVEWAYS ITH I MIM z K MAINTAIN PEDEsrnw ■ consmurnan. LMTHANIOHU a��.�` a3.p. P ■ E�, I � . �.�' .' '. aPEnmAVELE BLACK DnnxcoE UNLESS OTHERWISE 1 �/ LErt uHE � � a PEU TM>�EAmovERs oxwmxsxANNE no LLSIGNS AA mM rt VESIGNATED. R3J a PECIVESTERIAN DURATION ortHE EACH UIRED ON STRE FOR THE 36 wN INCH wx HAW "%36• SIGNAL Is nOTCVERATIONOL ROAD W� WORK FOR THREE ROCHE DETOUR SEE SHEETTCi. aHEaD LEGEND: RR.0.1 R-410067 RUPEE STATION READIER p TEMPORARY SIGN FORESHOW 0 CHANNELIFATION DEVICE ® WORK:ONE }}F TYPE 3 BARRICADE HORIZONTAL RECTANGULAR ® PANEL WITH YELLOW ARROWS14CB4RROw ETRAFFICxDW DIRE y✓♦.•�l�w. A �. US IS EI BE + ®� ACC WORKZONEF ®> ®> VAR ®CA DUVALL AVENUE NE ® z }u. F ROdD T % Do LLD i . a WORK o OTC AHEAD q z ti Ir DUVALL avE MEDIAN CONSTRUCTION LOSURE 848 BY 48' w`aN w CITY OF RENTON DUVALL AVE NE D TC6 =e". < _ �. m— RECORD RwmwxHAsxuEmu uiDx IC PUBLIC WORKS DEPARTMENT GUAM D :Nps ^ �— DRAWINGS TERAPURARY TRAFFIC CONTROL WDRKZONEF HD>iGAP a� NUMBER RWiwxwwlnlD. ^AP . 5HEET 6OF8 FT GENERAL NOTES: C) CD c w L J £`P IF 9 ROD I a ® Pry o -Ir ® r® ®-It ® r ® ®"b IS ® re e1 M r M ®--` ev ® IF - ERR r r WORKDONEF NO ® ® MEFFIS M RjIC M %FjM ® 0 ® 9MA 4= DUVALLAVENUENE ter ING` . ' �' i�. ~= ill2cNo o IS T ® D-® ®-17 Oo BOO 1 ® 5—Al RETT® UP o IS w z ME a — 0' RIP FIAGGINGSTAPON Fi TEMVOPAavyGNwUTwN 0 CHANNEuunON DEVICE WQRKUNE REVISED TO CONFORM WITH R-410068 YEARTr.E3=NARRIENDE CONSTRUCTION RECORDS ® 1q„601RALAE�WAHpNN�WP BIAIXAPPOW AM ONSUP208 BY FACE E CRAFT 'TODAY DIRECTION RISE I ROAD WORK AHEAD P.•1, : AIF �l30.1 I9"x4B' A CAR I C f z LAPTEv. 0-TE ® V e R-®�0 0 111 9 T 9 E°7— BE A All AS, rr > PER, M 1 9—US —US 9—ONLY IS IS — c.F ROAD Eki"L�WORK AHEAD THE DREVE LOW END OF THE TEMPORARY TRAFFIC CENTRURPLANSINCLUDE SINGLECOURNE CLOSURE FOR MULTNANE PERMITS SIT, WSDTT STANFORD TRAFFIC CONTROL PLAN ME DUCUBLE CARE CLOSURE MR QUIET CARE FULLUDWAYS 2.3. RULED STANDARD TRAFFIC ASSURED ALAN MIS .. rDWAY R POADRE ON SIR, MUSEDFIGURESH-22 FAR SIDE OF INTERMETION SIR, RIBU CGODREON PAR SIDE IX INTERMETION RA-23) `OS BROWN N REGI DENTIAL ACCESS TO PROPERTIES P. nelInAnaNrenHSEPv.;R. CONSTRUCTION. wDRvA RIGHT TH 5. OPEN TRAVEL DAN E SUALL BE NO LARS THAN 10 FEET, 5. PEDESTRIAN PATH DIVERSON WIDTH SMALL BE HAS PETRI 7. AUT SIGNS ME BLACK ON ORANGE UNLESS ON EARLIER DESQUALTED 6 FOR THE DURAGRON OF TH OYEPATpXAE.NOLUDING WR EN HAWK SIGNAL 15 CB'ANNE W20I N8'x4A' iRQUIT I • .r. ' LEFT a �• 35 x36 . P3 ] T G 1A —i ®®D o e ®� ®� .� . _ i — — DUVALL AVENUE HE — Ar — — — — — r ANN RIF 9 i I� END �1-AL I,no 48'.#0" rokmor7m '� vCAL n aweowPlT�Y OF�RENTON DUVALLAVE NE o�TCJ �s RECORD HANSPOKIAPPONUIVISD BASE PAR �— DRAWINGS TEMPORARY TRAFFIC CONTROL _ SRI CBS WORKZONEF xaN��a� �� .. SHEET 7 OF ET 0 0 T NCl- CD w IEEFEEE TRUCK M4 a 3R'.ls DETOUR MQ 9IRI 3Uoa' i z W Z4: EE wz N a a 0 0 2 0 z o a w f o M 10069 { R-4 w TRUCK _,,.. _,.. MI49 GENERAL NOTES: 30"PLY ' L CONTRAPROVIDED OR mVs?w&Art?EMPORAPY MUCK DETOUR ROME DETOUR a IREVINERNAND xwonaox�RuVu NEED TO WORK BEGINNING 1 SIGALAiE OONLY"IIILLE BESEECHES APREVENuiNS NE 6TH ST SOUTHROUxEurvALEAvVENSTOwESFRRORxDNE 4THST.. H LSMNS An a ON ORANGE UNLESS OTHERWISE DESIGNATED,DDESISNATEeu TRUCK LEGEND: NE 3F0 DETOUR �EnI HIM E DRUMMED TRUCKROME PER ORDINANCE NO 5339 DUVALL AVE SOUTHBOUND TRUCK DETTOOU+R RrOUTE M49(R) M RETURN SIGN IDECEEMON rc FLOW DIRECTION ® WSWp ,oTREVISED TO CONFORM WITH CONSTRUCTION RECORDS 0 SW TOES] 14°A CITY OF RENTON ouvauavE BE O T�8 �. - LANKA.E.ry RECORD aWENwa�x,.u„�. sox a :N„u Y' �— DRAWINGS TEMPORARY TRAFFIC CONTROL GO WORKZONE A TRUCK DETOUR ROUTE zmm+✓•� 0. SHEET 8OF8 Trrn��ary.