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Home My WebLink AboutzR-3911SetCity of Renton 1055 South Grady Way Renton, Washington 98057 MAYOR Denis Law WILLIAMS AVE S AND WELLS AVE S CONVERSION PROJECT General Bid Information:Builders Exchange of Washington, Inc. (425) 258-1303 www.bxwa.com CITY COUNCIL Randy Corman Ryan Mclrvin Valerie O’Halloran Armondo Pavone Ruth Perez Don Persson Ed Prince Federal Aid # HIPUL-STP 9917 (034) CAG 20-001 December, 2019 Volume 2 of 2 City Contact:Keith Woolley (425) 430-7318 Kwoolley@rentonwo.gov Consultant Contact:Olivia Paraschiv, P.E. (253) 627-0720 SCHEDULE OF DRAWINGS PROJECT VICINITY MAP UT7SHEET NO. TITLE iCOVER SHEET SHEET INDEX, ALIGNMENT PLAN 4 SURVEY CONTROL LEGEND AND ABBREVIATIONS TYPICAL ASPHALT ROADWAY SECTIONS TYPICAL CEMENT CONCRETE ROADWAY SECTIONS ROADWAY DETAILS TRAFFIC CONTROL PLANS SITE PREPARATION AND TESC PLANS ROADWAY PLANS FLOWLINE AND SIDEWALK LAYOUT PLANS CONCRETE PANEL PLANS CONCRETE PANEL PLAN NOTES AND DETAILS DRIVEWAY PLAN 4 PROFILES DRIVEWAY DETAILS DRAINAGE PLAN 4 PROFILES DRAINAGE CROSSING PROFILES WATER PLAN 4 PROFILES WATER DETAILS SEWER PLAN 4 PROFILE SIGNALIZATION 4 ILLUMINATION PLANS SIGNAL POLE SPECIFICATIONS SIGNALIZATION DETAILS FIBER OPTIC PLAN URBAN DESIGN PLANS URBAN DESIGN DETAILS LANDSCAPE PLANS LANDSCAPE DETAILS IRRIGATION PLANS IRRIGATION DETAILS CHANNELIZATION 4 SIGNING PLANS RIGHT OF WAY PLANS 1 2-4 'Airport WaytS Tobin Si5PROJECT LOCATION 7 |IUL 6 7 ■ ;H8S 2nd 51 -9-19 20 - 24 25 - 29 30 - 35 36 - 39 *S 3rd Sturn^7/£0.nm V) tu-l t/1IJ J H U TiTh 2S40 I I 4/1V41u 42 swA£A7lh SI43 - 46 47 - 48 49 - 52 53 - 56 57 - 58 59 - 71 72 - 74 MALIiriAu,£l \ i Cel ! || | ,\ 1-405 75 76 - 79 80 - 83 84 - 85 86 - 89 .if*. if v .06 V 90 ill. 91 - 98 99 - 100 101 - 117 118 - 119 NOT TO SCALE BIDAflppayed For Bj DOCUMENTs TEiiVTe ■?/ aCVTV ■ Wpn instruction‘ed jpi -'J- a / 3131 EbUAve, Sle 400 Seattle, WA 98121 (206)286-1640 2502 Jefemoi Are Tacoma WA 98402 (253) 627-0720 '-41 iHiU /A “V 4' www.kpg.am I SHEET INDEX\A@ SITE PREPARATION PUN ROADWAY PUN (7) DRAINAGE PUN it PROFILE WATER PUN it PROFILE SEWER PUN & PROFILE \PLANSIGNAUZAT10N it ILLUMINATION PUN <X> URBAN DESIGN PUN (T) UNDSCAPE PUN IRRIGATION PUN 0 I \0 30 60 120 180 SCALE IN FEET \<»>© \\©mAXCHANNELIZATION ft SIGNING PLAN I JS \\1•X O \\J ?LJPCL &\21 231718190 221615sS12131411 2i+ + 4-+-+++-4+4 +4 L4L3WILLIAMS AVE S<2 to 10 I \GOPT# 36 / 42.37' RT EIB^ 33.02' 10+00.00 WILLIAMS AVE S CL 400+00.00 S GRADY WAY CL 101 102 \ CO & \ p IO c \C/3 \ *PT# 35 STA 404+27767 33.39’ LT ELEV = 32.73’ I \& \Q. N\\\70+00.00 WELLS AVE S a 404+24.79 S GRADY WAY CL CM \<JDJ ^\ VV.Q_ 76 7914757778 80737271\++++++ ++ + :+L10L9WELLS AVE Sv. vV 70 1NOTESS3 I $<?>THE LOCATIONS OF EXISTING UNDERGROUND UT1UTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. 1.c \CD __ \O XTHE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTTES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. HELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018; SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019; MAY 2019. CONTOUR INTERVAL = 1 FOOT. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. THIS IS THE CENTER OF TWO OR MORE PAINTED LINES INDICATING A DUCT RUN OF WIDTH AS NOTED. MULTIPLE LINES AND/OR UTIUTTES MAY SHARE DUCT RUNS; THIS MAY NOT BE SHOWN IN THE DRAWING. \% X, CM Io IX CM -r T7 CONTROL POINT LIST WELLS AVE S ALIGNMENT DATAXS GRADY WAY ALIGNMENT DATAa LO 2. PT#NORTHING ELEVATIONDESCRIPTIONEASTINGCM BRNG/DELTA BRNG/DELTANORTHINGEASTINGLENGTHRADIUSRADIUS NUMBERSTART STASTART STANORTHINGEASTING LENGTHNUMBER<JD 3173'SPIKE 176273.66 1301066.4635 3.o 629.54'3820.00'N 1'29’07" E434.92’6'31'24"176247.50 1301089.43L9 70+00.00396+00.00 175697.27 1300475.75C1cNAIL WAAG 33.02'175908.91 1300794.7536 4.o 559.86'N 1'28'49" E389.88'N 46'23’4T E 1301105.74L10 76+29.54 176876.83400+34.92 175978.60 1300807.11L1 ai 560.32’ N r28T2" EN 46'23'4! ” E 177436.50 1301120.21129.15'L11 81+89.40404+24.79 176247.50 1301089.43L25. 560 11'N r29’58" E146.06' 1V4T05" 716.20'87+49.72 1301134.58L12 177996.64405+53.94 176336.57 1301182.94C2C3 6.S2 N 1'28T8" E777.28'93+09.84 178556.56 1301149.24L13 WILLIAMS AVE S ALIGNMENT DATA 358.95' N 40'33’25" E100+87.11 179333.58 1301169.20L14O 78.98’ N 0'57'221’ EL15104+ 46.06 1301402.59179606.29BRNG/DELTA<D RADIUSNORTHINGEASTING LENGTHNUMBERSTART STAHORIZONTAL DATUM CA 200.00'N 0'56'43’ E105+25.04 1301403.91LI 6 179685.26930.94' N 1'28’31” E175954.64 1300781.7210+00.00L3WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140, AND 1896.T 559.79'N 1'30T2’ E19+30.94 176885.28 1300805.68L4 X> N 178'22" E560.30'177444.87 1300820.3724+90.73L5C o 560.06' N 177’40” E1300834.7730+51.03 178004.99L6VERTICAL DATUM07 I 1041.49’N 1'30'05" E1300849.0536+11.10 178564.87L7NAVD 88, PER CITY OF RENTON CONTROL STATIONS 2123 AND 2128.LT> CM N 20'58'04" E479.50'1300876.3446+52.59 179606.01L8CD o 2SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONMCsdDRAWN BY: CS DESIGN BY: OBP PROJECT NO 16125 HIPUL-STP 9917BIDcrInterdisciplinary Design 3131 EfoM Aw 2502 Jofeson Aw Sua«S T«anj,WAS8402 S«c£e, WAS8121 (253)6274720 (2O6)28&-1$0 Public Works. DopsHmenlo FED AID NO (034)DOCUMENTs t SHEET INDEX, ALIGNMENT PLAN & SURVEY CONTROLCHECK BY: _JE_o *APPftdvgD^OR CONSTRUCTION DATE: DEC 2Q19JI =:Cd Q_PROJMGR: _JF_ V yo->SHEET NO 2 OF 119DATEBYFILE: 16125NDX.dwgDATEBY APPREVISION DESCRIPTIONNUMBER 7 -O err-cn PT# 101 33.45' LT ELEV = 38.67' PT# 112r-J 20fai+56J 27.76' RT ELEV = 38.58’ CONTROL POINT UST 40.35’178590.73 1300820.39100SPIKE r-r-o>----- ----------,rcn—38.er178808.16 1300500.23101 SPIKE lcm 57, 38.58’1300490.15177986.91112SPIKE <82>i9n40.91’177979.69 1300811.94113 SPIKE *3 4Z84’(88)178017.51 1301108.94114SAIL <80> 4Z05’178529.16 130112Z47NAIL115 (§)CO-O4Z081177736.38 1301149.82SPIKE116 ' ■ 05'■ CCf 0]mNAIL WAAG 39.33’177605.13 1300858.18117 36-HI.10 W1WAMS AVE S CL 200+00.00 S 2ND ST CL II j:—I \\\ i PT# 100PT# 113___ TTa 30+25.16 22.18' LT ELEV = 40.91' I 30+51.03 WILLIAMS AVE S CL /“300+00.00 S 3RD ST CL i+36.: 29.33’ LT ELEV = 40.35' cn ■<7> \/oC-I-is\ T~^ nsf--. L_V-Xo a L__I *OS 0—CM a. ^30-^□Q /o -O :3 35 373134 36 3832 39 40 4129272826254 WILLIAMS AVE S+++ -+ ++++++++ ++++++++-o L6 L7L5\c-:K>□ \u4IN\105I PT# 117 STA“■ ■ O -■ o \% %\ % \ \ 23) M26+51.91 33.67' RT ELEV = 39.33' CM CMf' H 28] <§>j in(Om \26 (81)PT# 114 /"STA 87+69.92 26.18’ LT ELEV = 42.84’ PI 302+99.93 to■X. zBin tnysXs) © <^> a:,44>(87Tl-/CO PT# 115COCO COCO>+81.74/I PI 2034-00.3026.04’ LT ELEV = 42.05’ CM-I O-o p117/.587 116ro '-T looCN|--§C '§p<cr> : C7> \<COin+Os' [□o CLoo/Q-O CLCM ^88O 92 93 951 1 94 96 97 98869085J38482CMn++■+o----------1 +-+ + -s + + +++■4 + ++ ++++o L12 VsL11WELLS AVE S.‘O \CM a CX> 53 ^---------------\rH "O 0 .. 0 \ x Io GiD Gm[m]\ LO CM 7T \■ o I LO \ \PT# 116 STa”84+89.94 21.91' RT ELEV = 42.08' 24) 29 \lo CMT'7 \I 93+09.84 WELLS AVE S CL 203+00.30 S 2ND ST CL\ 87+49.72 WELLS AVE S CL 302+99.93 S 3RD ST CL O Ao J-----------\•B PLAN05Cn \7-Mw- o I motn 0 30 60 120 18000CMSCALE IN FEETtn o > O SHEET INDEXO S 2ND ST ALIGNMENT DATAES 3RD ST ALIGNMENT DATA A©0 SITE PREPARATION PLAN SIGNAL!ZAH0N it ILLUMINATION PLAN (x) URBAN DESIGN PLAN (7) LANDSCAPE PLAN IRRIGATION PUN B CHANNELIZATION It SIGNING PUN BRNG/DELTABRNG/DELTA 0START STANORTHINGEASTINGLENGTH RADIUSNUMBERRADIUSEASTINGLENGTHSTART STANORTHINGNUMBER ROADWAY PLAN (x) DRAINAGE PLAN k PROFILE WATER PUN k PROFILE O S 88'23T2'' E500.00’1300349.25S 88,23'24” E 195+00.00 178578.95500.00'1300334.97 L20295+00.00 178019.04L17<L> <«>©S 88’24’49’ E300.30’1300849.05S 88-24T 4" E 200+00.00 178564.87299.93'L211300834.77300+00.00 178004.99L18 on CM ©S 88'24'00" E300.14'1301149.24S 88'24'05” E 203+00.30 178556.56300.27'L221301134.58302+99.93 177996.64L19 SEWER PLAN k PROFILEt£> o SURVEYED: KPG 3WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON+-M'iVa:DRAWN BY: _CS.BID PROJECT NO 16125cnInterdisciplinary Design 3131Ef<dA« SctettO Se^WA 56121 (206)28$-lWJ DESIGN BY: OBP Public Works Department HIPUL-STP 9917O£2502 JuSffscn Ave T«ata,WA5W02 (253)627-0720 TWMr.kpjan FED AID NO.(034)DOCUMENT71-CHECK BY: _JF_SHEET INDEX, ALIGNMENT PLAN & SURVEY CONTROLo4fYFOR CONSTRUCTIONAPPF DATE DEC 2019,j:cn M'Q_PROJMGR: JFyX .U V ^Wo SHEET NO 3 OF 119DATE-8Y%ZiFILE: 1612SNDX dwgBY APP DATEREVISION DESCRIPTIONNUMBER 7 - WILLIAMS AVE N ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS 1 200.00'N 0,52'49” E60+00.00 1301060.39L23180040.86b"7I CONTROL POINT LIST PT#DESCRIPTIONNORTHINGEASTINGELEVATIONV) 38.31'1301178.02MIC 179344.599I / 30.14’MIC 179685.26 1301403.91o10 (/> 36.10’11 MIC 1B0040.87 1301060.39Z DQ 36.08’MIC 180053.75 1301047.9312 COo 36.82’MIC 179801.31 1300951.2013/ //CO MIC 179606.01 1300876.34 37.35’14cr>m PT# 14 M0N.FND2'S8 38.70’1301169.20202179333.50I ^ i .m / 46+52.59 /MIC.FND 1301303.40 38.75’0.00’203 179500.56I¥ /CL 46452 43 44 PT# 13 STA 46+61.75 /+h +-+i++7 4?WILLIAMS AVE S /0.00’ /48/ //106 i8 49 /_STA 51+32.09 pt#n +J2 Am'GO 5; & C/>6160Ll.j WILLIAMS AVE Nf/<h S,0 STA' 51+24.50o PTI 11 "STA 51+24.55 16.23’ RT <c / r-oo PTI 202+♦rLITli //CT. O 0.00' ///CL 1 109 ///7/+ \ LO / o / \o 4/ A / / CN Vo CM PTI 203 s>/s-Li- \NlA❖PT#9CM /6.62' LT * \\cn / -bJL \/ “O /0.45’ LTX \Q /\ WLO / CM TCDVo \m<->cn Zo \ V 105= /zo\<J> /cn 107 .106 \ % y +/++o LI 6LI 5Q O 7c/)PTJ10 Q )+55n 1150.00’o if'tn CL>SHEET INDEXe / o Ao (7) SITE PREPARATION PLAN ROADWAY PUN DRAINAGE PLAN k PROFILE SIGNAUZATT0N k ILLUMINATION PUN /Eo B (x) URBAN DESIGN PUN UNDSCAPE PUN IRRIGATION PUN PH CHANNEUZAT10N k SIGNING PUN QPLANcn <*>©o>WATER PLAN & PROFILE i ©SEWER PUN k PROFILELO1800 30 60 120CM LO SCALE IN FEET O 1/22/2009PAEHADDENDUM #2 SURVEYED: KPG 4WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONv-.mayDRAWN BY: _CS_BID PROJECT NO 16125inInterdisciplinary Design MISoflAra ZKEMbrctAto Su*4M T ecorrj. WA 98402 Sea*.WAS6121 (253)6274920 (20&)-2fi5*1640 'AVM.ipg.com DESIGN BY: OBP Public Works Department HIPUL-STP 9917oFED AID NO.(034)DOCUMENTCHECK BY: _JF_SHEET INDEX, ALIGNMENT PLAN & SURVEY CONTROLo5BBOR CONSTRUCTION DATE:DEC 2019APPRjcnA,Q_PROJMGR: _JF SHEET NO 4 OF 119OATS^i$BYFILE: 16125NDX.dwg LOCATEBY APPREVISION DESCRIPTIONNUMBER r 7 T ABBREVIATIONSEXISTING LEGEND ASPHALT CONCRETE ASPHALT CONCRETE PAVEMENT AMERICANS WITH DISABILITIES ACT ANGLE POINT APPROXIMATE BUILDING BACK OF SIDEWALK CATCH BASIN CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CHAINUNK CAST IN PUCE CURED IN PUCE PIPE CENTERLINE CUSS CLEANOUT CITY OF RENTON COLUMN CONCRETE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DUCTILE IRON (PIPE) DIAMETER DRIVEWAY EAST OR EASTING MAX MAXIMUM MINIMUM MANHOLE MONUMENT IN CASE MECHANICAL JOINT MONUMENT NORTH OR NORTHING NORTH AMERICAN VERTICAL DATUM NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF CURVE POINT OF COMPOUND CURVATURE PERVIOUS CEMENT CONCRETE PAVEMENT POINT OF INTERSECTION POINT OF BEGINNING POINT OF ENDING POINT OF REVERSE CURVATURE POINT OF TANGENT POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE POINT OF VERTICAL TANGENT POINT OF VERTICAL INTERSECTION RADIUS RIGHT OF WAY ACMICPAINTED POWER©TELEPHONE MANHOLE pMONUMENT IN CASE ACP MIN ADA MHMONPAINTED TELEPHONETELEPHONE VAULT LIDm TSURFACE MONUMENT MICAP APPROX MJPAINTED RBER OPTICFIBER OPTIC MANHOLE FOAPK NAIL BLDG MON NBSWPAINTED TVFIBER OPRC VAULT UDfrol TVREBAR It CAP CB NAVD PAINTED WATERSPOT SHOT (DESCRIBED)NOGAS VALVE CCPmw NTSCDF RECORD WATERGAS METER w------CATCH BASIN□CHLK OC CIP ODABANDONED WATERWATER VALVE@STORM DRAIN MANHOLE CIPP PC PCC<LPAINTED GASWATER METERYARD DRAIN G PCCPCL PIUNIDENTIFIED UTILITY CO®WATER MANHOLE uDOWNSPOUT© POBCOR OVERHEAD POWER LINEWATER VAULT UD POE ElSTORM DRAIN CLEAN-OUT OP COL PRCCONC STORMFIRE HYDRANTACULVERT SD PTCSBC PVCCSTCSEWERFIRE DEPARTMENT CONNECTO sSEWER MANHOLE A Dl, DIP PVTDIAsstAFENCEPOST INDICATOR VALVESEWER CLEAN-OUT PMDW RHEDGE (HEIGHT NOTED)EHOSE BIBPOWER POLE A-O- ROWEACHEA///////////BUILDING FOOTPRINTPOWER POLE W/UNDERGROUND CONNECT IRRIGATION CONTROL VALVE RT RIGHTELEVATION EDGE OF PAVEMENT EQUAL EACH WAY EXISTING FINISHED FLOOR FLOW UNE RBER OPTIC FACE OF CURB ELEV-<?- SLOPE OR SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SHEET SEATTLE PUBUC UTIUHES SQUARE STAINLESS STEEL SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE SOUTHWEST TEMPORARY EROSION it SEDIMENTATION CONTROL TOP OF CURB TYPICAL VERTICAL SEOP URUTY MANHOLE (GENERIC/UNKNOWN) UT1UTY VAULT UD (GENERIC/UNKNOWN) URUTY RISER (GENERIC/UNKNOWN) STAND-PIPE (GENERIC/UNKNOWN) URUTY ACCESS (GENERIC/UNKNOWN) BUILDING OVERHANGXH>POWER POLE WITH LUMINAIRE SDEQ SDMHEWPAINTED STRIPEPOWER POLE WITH LUMINAIRE AND UNDERGROUND CONNECT SEEXIST SHTFF%PAINTED SKIP STRIPE®POWER MANHOLE SPUFL SPo SQFO0RAISED-BUTTON SOUD STRIPEPOWER VAULT UD S.S.FOC RAISED-BUTTON SKIP STRIPE SSPOWER TRANSFORMER FT FOOTv SSMHHMA HOT MIX ASPHALT HORIZONTAL HIGH POINT HEIGHT INSIDE DIAMETER INVERT ELEVARON INCH/INCHES JUNCRON BOX LENGTH <c EDGE OF PAVEMENTMONITORING WELLPOWER METER0r~~STHORIZLn STAoHPBORE/PORLOLE FLOWUNEGUY POLE 9-O STDoHTcmoSTCRIDGpoCMCONTOURGUARD POSTGUY ANCHOR swIE TESCINCMCONCRETESIGNTRAFFIC SIGNALcn JB"C MAILBOX (# OF BOXES)GRAVEL TOCTRAFFIC SIGNAL WITH LUMINAIRE L(DC 2CD TYPCDLTLEFT<EZ2 GRASSTRAFFIC SIGNAL (TYPE I) WITH LUMINAIREi FUGPOLE©VERTLFUNEAR FEET LOW POINT o W WESTLPCKLnROCKERYSHRUBQPEDESTRIAN SIGNALCM YARD DRAINYDC£> BRICKJUNCTION BOX (TYPE I) JUNCRON BOX (TYPE II) STUMP, DIAMETEROXX"o Q,u DECIDUOUS TREE, DIAMETER (# OF TRUNKS) CONIFEROUS TREE, DIAMETER (# OF TRUNKS) METAL GRATEO121CJ 1 LLLLcn CONCRETE PAVERS(TRAFFIC ATTENUATOR LOOP LJ ■XX*v. Ys' o ASPHALT/CONCRETESTREET UGHT (LUMINAIRE) STREET UGHT (DECORARVE) CD AC o CHAINUNKU1CHLKLU CD DRIVEWAY»o DwrLOT UGHTo <D>COLUMNCOLYARD UGHTHoo YARD DRAINYDRAILROAD CROSSING SIGNALEo “Oco Cfl I m CM CD o SURVEYED: KPG DRAWN BY: CS 5WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONQCA» BID PROJECT NO 16125C/T Interdisciplinary Design 3131 EfcKAve Suite 400 Seattld.WA 98121 (206) 286-1540 DESIGN BY: OBP Public Works Department HIPUL-STP9917o?5t)2Je%5enAve Taoonsa, WA 9^02 {253)627-0720 nvrtrjpgccm FED AID NO (034)DOCUMENToCHECK BY: OBP LEGEND AND ABBREVIATIONSo DATE: DEC 2Q19APPf CONSTRUCTIONccA'□_PROJMGR: JF_if %SHEET NO 5 OF 119DATBy$BYFILE: 16125LEG_ABBR.dwgDATEREVISION DESCRIPTION BY APPNUMBER 7 TYPICAL SECTION GENERAL NOTESS 2ND ST CONSTRUCTION <L 1.SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS.30'30' 2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 7.5' SIDEWALK11' THRU LANE 11' THRU LANE11' THRU LANE11' PARKING7.5’ SIDEWALK 0.5'0.50' ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL HMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 3.11a aEV a ELEV 1.5%1.53^VARIES 1.0%-5.0%VARIES1.0%-5.0% Tw*4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS APPROXIMATELY 3"-9" HMA OVER S'-S" CONCRETE PANaS. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION. CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR INSTALLATION OF THE NEW PAVEMENT SECTION. /MD0©IPHi?46/ MD©-/CD-'@-dyd 5 33S 2ND ST - TYPICAL SECTION A LOOKING WEST 5.ALL CEMENT CONC. USED IN THE PROJECT SHALL BE CLASS 4000. NTS S 3RD ST CONSTRUCTION t ROWROW MATERIAL CODE30’BUILDING 30’BUILDINGFACE 0FACE DESCRIPTION9' PARKING 9.5’ SIDEWALK11' THRU LANE11’ THRU LANE9' PARKING9.5’ SIDEWALK 1 2" HMA CL )£ PG 64-22 FOR OVERLAY 2 5" HMA CL K" PG 64-22 (2 LIFTS)0.5'0.5’ ®\ 3 6" CRUSHED SURFACING BASE COURSE}a ELEV a ELEV 1.5%1.5SL VARIES 2.0g-4.5%VARIES. 2.0%-4.5%4" CEMENT CONC SIDEWALK OR 10” CEMENT CONC DRIVEWAY ENTRANCE 4iS■«§r^m / (6 ©5 4" CRUSHED SURFACING BASE COURSEm &ww 6 18" CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD PLAN 101 6 x©©•2 ©GyGy 7 5 77 7 COMPACTED SUBGRADE©S 3RD ST - TYPICAL SECTION B3 LOOKING EAST NTS WILLIAMS AVE S CONSTRUCTION t ROWROW 30'BUILDING 30’r- BUILDING3FACE<FACEr^-9.5' SIDEWALK11' THRU LANE 9' PARKING11' THRU LANE9' PARKING9.5' SIDEWALKLTD o o 0.5’0.5’CN)o /•©1a aEv a ELEV 1.5%1.5%L VARIES 1.0g-5.0%VARIES 1.0%—5.0%/3L-*'eg TT =3“cn 1 1 vY/X/ >*3 ©© 'X v© X© V© X© ■o ©■'\U •rnyy©ui CL ©2 75in WILLIAMS AVE S - TYPICAL SECTION C•: J 33CO LOOKING NORTH NTSOo o WELLS AVE S CONSTRUCTION Q. CP ROWROW .50'BUILDING 30'O BUILDINGToFACErFACE 9.5' SIDEWALK11' SHARED USE LANE 9' PARKING11' SHARED USE LANE<2 9' PARKING9.5' SIDEWALKCO Q 0.5'0.5'O A©’ui 1a aEv<D a ELEV 1.5%1.511 VARIES 1.0%-5.0%VARIES. 1.0%-5.0%O CJ>■2daa .3® g ©'/ 7 /E 4 m.ZM.MM0©7 / ay ay o ©©©,x©(z>TD 5 57O WELLS AVE S • TYPICAL SECTION D 3C/7 (D LOOKING NORTH i NTS in co O SURVEYED: KPG 6WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON■'X x * 1 mDRAWN BY: JRW BID PROJECT NO 16125coInterdisciplinary Design 3131 ESott Aw | 2502 Jsfeisw Ave. Suite Seattle, WAS81211 fZS3J627-0720 (206)288-1640 | wwApgoo* Public: Weeks DnparimetilDESIGN BY: BRAA CHECK BY: OBP HIPULSTP 9917oFED AID NO (0341DOCUMENToTYPICAL ASPHALT ROADWAY SECTIONSTacoma. WAS8<(I2o a&FOR CONSTRUCTIONAPJ DATE: DEC 2019QE l\»L V*' CL PROJMGR: _JF_y SHEET NO. 6 OF 119BYyDATE&FILE: 16125TYPSEC,dwgAPP. DATEREVISION DESCRIPTION BYNUMBER S 2ND ST CONSTRUCTION <£TYPICAL SECTION GENERAL NOTESCROWN OF ROAD SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. t.5.50' 30'30‘ ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PUNS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 2. 7.5' SIDEWALK1!' THRU UNEI 11' THRU LANEI1T THRU UNE18.5’ SIDEWALK 0.5'ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. a ELEV 0.50’3.a ELEV 0/■®/r®8 JO. 1.5%\VARIES 1.0%-4.0%VARIES 0.5g-3.0%1.5%L I r i TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS APPROXIMATELY 3"-9" HMA OVER 3’-9” CONCRETE PAN1S. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION. CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR INSTALUT10N OF THE NEW PAVEMENT SECTION. m »» />// >/// ///? MfC'WtirwrM/ ?sz 4.22 mv 72zL 4 /jyyyyyy// //j7 fyjkrzz?-?///-p®1 . /00d®m G>-7057 S 2ND ST - TYPICAL SECTION E ALL CEMENT CONC. USED IN PROJECT SHALL BE CLASS 4000.5.LOOKING WEST NTS MATERIAL CODES 3RD ST S CONSTRUCTION 1 0 DESCRIPTIONROWROW30’30'4" CEMENT CONC SIDEWALK OR 10* CEMENT CONC DRIVEWAY ENTRANCE 4BUILDINGBUILDINGFACEFACE12.5' THRU UNE 17' SIDEWALK12.5' THRU UNE 5 4" CRUSHED SURFACING BASE COURSE17’ SIDEWALK 7 COMPACTED SUBGRADE 0.5'0.5' ■a ELEV a ELEV 8 10" CEMENT CONC PAVEMENT0z®0®-9 5" CRUSHED SURFACING BASE COURSE.1.5%1.5% VARIES 0.9%-4.0%VARIES 0.9g-3.0%CEMENT CONC VALLEY CURB PER DETAIL, THIS SHEET ___ 10—i w S 3RD ST - TYPICAL SECTION F HD -w~7W. V©'00-'x005 LOOKING EAST NTS WILLIAMS AVE S CONSTRUCTION <L 10. ROW 0ROW 030'30'BUILDING aow UNE<t BUILDING VARIES1.5% Tff SLOP!FACE - FACELD . < ;12.5' THRU UNE 17' SIDEWALK12.5' THRU UNE17' SIDEWALK I <o #o 0.5’0.5’ FI ELEV FI ELEVo CM ;zc';X000/>®A 4 1 0/ - 51.5%1.5%VARIES. 1-07.-40%VARIES 0.5g-4.5% .V. *• ‘ |yZ! 7Z7 /wW/ //// fa //// fa fa w/ CM 7 1.5'cn —rr#')-Y ::::Sis/SS ss/z zzzZ.'1.5’9m~o 7 THICKENED EDGE SIDEWALK cj W1 ■- -0 -00 00 7□_\x0>>- 55in WILLIAMS AVE S - TYPICAL SECTION G■'■I CEMENT CONC PAVEMENTUD LOOKING NORTH RAISED INTERSECTION TYPICAL SECTIONNTSO O NTS WELLS AVE s CONSTRUCTION <s>cr> a r- ROWoROW30'o 30'BUILDING BUILDINGFACE-TOC ELEV aow UNE o FACEcn17’ SIDEWALK12.5' THRU UNE12.5' THRU UNE LT317’ SIDEWALKo o /—I /2"R. TYPo 0.5'0.5' a ELEVa ELEV(S> ■l>0^0 y~® “* 4 ©‘6’O 1.5%o 1.5^VARIES. 1.5%-4.5%VARIES 1.0%—4.0%CM TTEw~z& yjr >y ssss S® sss/ 0-' 0/ .0/ ,0 zzzz.-zzk^z as/s '#}, ,#/•//;} V0 //» WELLS AVE S - TYPICAL SECTION H rzzz.u w®-x\S /00 18"0 ©"O 0o 5cn <D CEMENT CONC VALLEY CURBLOOKING NORTH NTS NTSLO CM CO 2 7SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONMVCdDRAWN BY: JRW BID PROJECT NO 16125COInterdisciplinary Design 3131 EMAve 2302 Jeferscn Aw Sute40G S8aeOWASW21 133)627-0120 (206)286-1640 w*tym Public Works DepartmentDESIGN BY: BRAA HIPUL-STP 991? (0341 DEC 2019 o FED AID NO DOCUMENTCHECK BY- QBPE { TYPICAL CEMENT CONCRETE ROADWAY SECTIONSAPRfSoCONSTRUCTIONO%DATE:os.>7A'■S.y xCL PROJMGR: _JF.'A SHEET NO 7 OF 119Y,.DABYFILE: 16125TYPSEC.dwgMiBY DATEAPP.REVISION DESCRIPTIONNUMBER 0 HMA ROADWAY PAVEMENT AREAS CONCRETE AREAS m I?1' MIN FOR TRENCH CROSSINGS| CEMENT CONC PAVEMENT SECTION PER TYPICAL SECTIONS k DETAILS--------------- ■^i£j?ANSITIONOR SAWCUT AS INDICATED ON PUNS /—SAWCUT EXISTING PAVEMENT, ' APPLY TACK COAT TO SIDES IENCTIijseeTRAFFIC CURB k GUTTER SHEETSTO-35)HAND FORM SURFACE TRANSITION 32"«*VALLEY 12"v 26TCURBEXISTING ASPHALT PAVEMENT, TYP - a 6" RISER ‘YA ■ 2 EXISTING CEMENT CONC PAVEMENT (WHERE PRESENT) BEGIN RAMP WITH 6" CURB EXPOSURE ! 4 • <HMA ROADWAY SECTION PER TYPICAL SECTION k DETAILS 1’ MIN / /■J END RAMP WITH 0.5” CURB EXPOSURE Y ‘w /S', _____1 /BANK RUN GRAVEL FOR TRENCH BACKFILL f'r VALLEY CURB TRANSITION DETAILCO§5 32"NTSs 26T 0 12" RISERGRAVEL BACKFILL FOR PIPE ZONE BEDDING, COMPACTED TO 95% MAX DENSITY OR CONTROLLED DENSITY FILL AS INDICATED ON THE PUNS CD t wwI FOR Df WATER PIPE, USE POLYWRAP 0COMPACTED SUBGRADE-10" CEMENT CONC PAVEMENT 2” HMA OVERUY . v A. 5" HMANOTES 1. FINISHED GRADE SURFACES FOR NON-ROADWAY AREAS NOT SHOWN. PROVIDE CURBS, SIDEWALKS, DRIVEWAY AND PARKING AREA PAVEMENT, AND UNPAVED SURFACE RESTORATION AS SHOWN ON THE PUNS. -r ~T A * ‘ 3^2. THE MAXIMUM PAY LIMITS FOR TRENCH WIDTHS SHALL BE IN ACCORDANCE WITH WSDOT STD SPECIFICATION 2-09. *5 26TAx3. TEMPORARY PAVEMENT MAY BE USED FOR PATCHING IN AREAS WHERE ADDITIONAL ROADWAY OR TRENCH EXCAVATION IS ANTICIPATED, OR WHERE DRIVEWAY AND PEDESTRIAN ACCESS MUST BE MAINTAINED, 1.5'10'\3” —6‘ CSBC5” CSBC 19”12’0 SECTION A-A4. SEE CITY OF RENTON STANDARD PUN 220.00 FOR PIPE COMPACTION DESIGN AND BACKFILL -=c CO 4” ■NTSin TYPICAL UTILITY TRENCH SECTIONo NTS CEMENT CONC VALLEY CURB BEGINS WITH 0" EXPOSURECN CTi CU/?B CEMENT CONC VALLEY CURB ENDS WITH 6" EXPOSURE ENDS. MATCH EXISTING OR PROPOSED CURB k GUTTER “D O SPECIFICATIONSu_ I -E-Sff REINFORCING - ASTM A-625 - ALL COMPONENTS - #3 GRADE 60 REINFORCING O LOr .*HMA OVERUY TO BE FLUSH WITH PAVEMENT. SEAL JOINT WITH AR4000 to CONCRETE ROADWAY 4 4 CURBHMA OVERLAY 4*O &Z3 GRIND 25' c:6—INCH RISER, 300 LBS 12-INCH RISER, 600 LBS ■#O 4 **V * O 4 4 c: PRECAST BASE - BASE UNIT HAS FOUR-WAY KNOCKOUTS - 1100 LBS - 1-1/2 INCH HOLE ON EACH SIDE FOR HANDLING 45VsVAV“H?* Q W2 4Y■///////,«,vRoad -JAY»AMpCO 5 EXISTING ROADWAY GRIND EXISTING ROADWAY TO FORM BUTT JOINT a I CONFORMITY STANDARDS WASHINGTON STATE APWA/WSDOT STANDARD SPECIFICATIONS MODIFIED&cz C'o Q CD :■o BUTT JOINT DETAILE NTS SHALLOW CONCRETE INLETROADWAY RAMP DETAIL■acz o NTSNTSC/1 ai un OJ to O SURVEYED: KPG 8VCWILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT □ RAWING NOCITY OF RENTONIMccDRAWN BY: JRW BID PROJECT NO, 16125 HIPUL-STP 9917 DEC 2019 CO Interdisciplinary Design 3131SfettAvB SutettG Seatie.WA 93121 {20&)2S6-1&« Publlie WofKE DepartmentDESIGN BY: OBPo 25Cr? Jefferson Ava Tacoma, WA904G2 (253)627-0720 FED AID NO DOCUMENTCHECK BY: JF ROADWAY DETAILSO"A rp QR'CQNSTRUCTJONAPPRO'DATE:i;sQ~PROJMGR: JF. SHEET NO 6 OF 119$D*BYFILE: 16125DET-RD dwgBY APP DATEREVISION DESCRIPTIONNUMBER 7 PHASE B4 GENERAL NOTES (S 3RD STREET)TRAFFIC CONTROL GENERAL NOTES PHASE A GENERAL NOTES (UTILITIES) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B4. SEE SHEET 17.(APPLIES TO SHEETS 11-19)THE FOLLOWING WORK IS ANTICIPATED FOR PHASE A. SEE SHEET 11. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES.CONSTRUCTION PHASING IS INTENDED TO DEMONSTRATE A POSSIBLE GENERAL COURSE OF ACTION. THE CONTRACTOR SHOULD REVIEW AND, IF DESIRED, DEVELOP ALTERNATIVES SUITABLE TO THEIR OPERATIONS. ALTERNATIVE PHASING, IF DEVELOPED BY THE CONTRACTOR, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL ACCEPTANCE OF ALTERNATIVE PHASING CONCEPTS SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE ACCEPTED. 1.INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES.1.1. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10.2.INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10.2. 3. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. COMPLETE INSTALLATION OF UNDERGROUND FACILITIES, INCLUDING STORM, WATER, AND DRAIN SEWER SYSTEMS. 3. COMPLETE INSTALLATION OF SIGNAL 4 ILLUMINATION SYSTEMS. REMOVE ABANDONED UTILITIES ALONG S 3ND STREET AND INTERSECTING STREETS. 4. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THESE DRAWINGS. FOR ADDITIONAL INFORMATION SEE APPLICABLE CONTRACT DRAWINGS. THESE PLANS DEPICT GENERAL PHASING ONLY. 2. 5.PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CURB, GUTTER 4 SIDEWALKS AT THE INTERSECTIONS OF S 3RD ST/WIUJAMS AVE S AND S 3RD ST/WELLS AVE S. PHASE B1 GENERAL NOTES (S 2ND STREET) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B1. SEE SHEET 12. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT. FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE SPECIFICATIONS ARE NECESSARY FOR ITEMS INCLUDING, BUT NOT LIMITED TO, STORM DRAINS, UTILITY TRENCHING AND OTHER ITEMS AFFECTING TRAFFIC OR AGENCY COORDINATION. 3. THE CONTRACTOR MAY INSTALL IRRIGATION, LANDSCAPING, AND SIGNING AT THIS6.INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES.1.TIME. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10.2. ALL CHANNELIZATION SHOWN IS SCHEMATIC ONLY. DETAILED TRAFFIC CONTROL PLANS CONFORMING TO THE MUTCD AND WSDOT STANDARD PLANS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER AT LEAST FOURTEEN (14) DAYS PRIOR TO THE START OF ANY CONSTRUCTION PHASE. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE SYSTEM OR CONSTRUCT TEMPORARY SYSTEM UNTIL FINAL DRAINAGE SYSTEMS ARE OPERATIONAL 4. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 3.PHASE B5 GENERAL NOTES (S 3RD STREET) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B5. SEE SHEET 18. CONVERT THE INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S, S 2ND ST/WELLS AVE S, S 3RD ST/WILLIAMS AVE S, S 3RD ST/WE11S AVE S TO ALL-WAY STOP CONTROLLED. ALL FOUR INTERSECTIONS SHALL BE MAINTAINED AS ALL-WAY STOP CONTROLLED UNTIL ALL THE NEW SIGNAL SYSTEMS ARE READY TO BE ACTIVATED. 4. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES.1.5. IMPLEMENT DETOUR PLAN FOR S 3RD ST/WIRJAMS AVE S ROADWAY CONSTRUCTION. THE INTERSECTION MAY BE CLOSED FOR A MAXIMUM OF 7 CONSECUTIVE DAYS. 2. "BUSINESS OPEN DURING CONSTRUCTION" SIGNS SHALL BE PLACED AT BUSINESS ACCESSES PER DETAIL, SHEET 10. THE SIGNS SHALL BE USED DURING ALL CONSTRUCTION PHASES. CONTRACTOR TO MAINTAIN ACCESS TO ALL BUSINESSES DURING BUSINESS HOURS. COORDINATE DRIVEWAY ENTRANCE REVISIONS WITH PROPERTY OWNERS. 6. 5. COMPLETE INSTALLATION OF SIGNAL 4 ILLUMINATION SYSTEMS. REMOVE ABANDONED UTILITIES ALONG S 2ND STREET AND INTERSECTING STREETS.INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10.3. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE INTERSECTION OF S 3RD ST/WILLIAMS AVE S. 4.PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CURB, GUTTER 4 SIDEWALKS AT THE INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S AND S 2ND ST/WELLS AVE S. 6. TRAFFIC SAFETY DRUMS SHALL BE SPACED AS INDICATED. RASHERS SHALL BE MOUNTED ON ALTERNATING DRUMS. USE YELLOW TRAFFIC SAFETY DRUMS TO DELINEATE DRIVEWAYS. 7. THE CONTRACTOR MAY INSTAR IRRIGATION, LANDSCAPING. AND SIGNING AT THIS7. LANE CLOSURES SHAR BE AS SPECIFIED HERON AND IN SECTION 1-07.23(1), CONSTRUCTION UNDER TRAFFIC, IN THE SPECIAL PROVISIONS. TIME.8.PHASE B6 GENERAL NOTES (S 3RD STREET) THE FOROWING WORK IS ANTICIPATED FOR PHASE B6. SEE SHEET 19.ENCROACHMENT ON TRAVELED LANES IS NOT AROWED.9. 1.INSTAR GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. IMPLEMENT DETOUR PLAN FOR S 2ND ST/WERS AVE S ROADWAY CONSTRUCTION. THE INTERSECTION MAY BE CLOSED FOR A MAXIMUM OF 7 CONSECUTIVE DAYS. INSTAR BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10. FLOODLIGHTS SHAR BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT.10. PHASE B2 GENERAL NOTES (S 2ND STREET) STEADY BURNING WARNING LIGHTS (TYPE C MUTCD) SHAR BE USED TO MARK CHANNELIZATION DEVICES AT NIGHT. 11.THE FOROWING WORK IS ANTICIPATED FOR PHASE B2. SEE SHEET 14. 2.< INSTAR GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES.1..CHANNELIZATION DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 12.1 3. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE INTERSECTION OF S 2ND ST/WERS AVE S. o IMPLEMENT DETOUR PLAN FOR SOUTH HALF ROADWAY CONSTRUCTION. THE SOUTHERN HALE 0E-S 2HD SL-A.T-fflE INTERSECTIONS Qf WLUAMS AVE S AND. WELLS AVE S MAY BE CLOSED FOR A MAXIMUM TOTAL OF 7 CONSECUTIVE DAYS. 2.O I ABRUPT PAVEMENT EDGES OF 0.10 FT OR GREATER TRANSVERSE TO THE ROADWAY SHAR BE WEDGED ACCORDING TO THE REQUIREMENTS OF SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 13.C'J "=f- INSTAR BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10.3. FT. PROTECT AND/OR ADJUST VALVE BOXES, MANHOLE UDS, VAULT LIDS k CB UDS WHEN EXPOSED PRIOR TO FINAL GRADING AND PAVING. PHASE C GENERAL NOTES-14.PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE SOUTH HALF INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S AND S 2ND ST/WERS AVE S. 4. o THE FOROWING WORK IS ANTICIPATED FOR PHASE C. CONTRACTOR SHAR PREPARE TRAFFIC CONTROL PLAN FOR THIS PHASE FOR REVIEW AND APPROVAL BY CITY.o AR CONSTRUCTION SIGNING, STRIPING AND CHANNELIZATION DEVICES SHAR BE PER MUTCD AND WSDOT STANDARD PLANS. CONFLICTING SIGNS AND CHANNELIZATION SHAR BE COVERED OR REMOVED. 15.LO ' I INSTAR STREET FURNITURE AND COMPLETE URBAN DESIGN TREATMENTS.1. o INSTAR PRELEVEL (IF REQUIRED) AND FINAL LIFT HMA OVERLAY AND PERMANENT STRIPING FOR THE PROJECT. 2."MOTORCYCLES USE EXTREME CAUTION" SIGNS (W21-1701P) SHAR BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: • GROOVED PAVEMENT . ABRUPT PAVEMENT EDGE (0.10 FT OR GREATER) • STEEL PLATES • LOOSE GRAVEL OR EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH THE W21-1701P SIGNS. 16.C PHASE B3 GENERAL NOTES (S 2ND STREET) THE FOROWING WORK IS ANTICIPATED FOR PHASE B3. SEE SHEET 16. INSTAR GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. O O ADJUST AR SURFACE UTILITIES TO GRADE.3.CPc o 1.4. COMPLETE IRRIGATION AND LANDSCAPING.o IMPLEMENT DETOUR PLAN FOR NORTH HALF ROADWAY CONSTRUCTION. THE NORTHERN HALF OF S 2ND ST AT THE INTERSECTIONS OF WILLIAMS AVE S AND WELLS AVE S MAY BE CLOSED FOR A MAXIMUM TOTAL OF 7 CONSECUTIVE 2.COMPLETE THE FINAL SIGNAL CONFIGURATIONS AT THE INTERSECTIONS OF: • S GRADY WAY 4 WILLIAMS AVE S • S 2ND ST k WILLIAMS AVE S • S 2ND ST k WERS AVE S • S 3RD ST 4 WILLIAMS AVE S • S 3RD ST 4 WERS AVE S 5.tn Q PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) WIR BE REQUIRED PRIOR AND THROUGHOUT THE DURATION OF THIS PROJECT. PCMS TO INCLUDE ALERT "EXPECT DELAYS S 2ND/S 3RD ST" AT: . EASTBOUND ON S GRADY WAY/TALBOT RD S OR NORTHBOUND S GRADY WAY/BENSON RD S/MAIN AVE S • SOUTHBOUND BRONSON/N 1ST ST . EASTBOUND ON S 3RD ST/RAINIER AVE S CONTRACTOR SHAR PROVIDE INTERSECTION PEDESTRIAN TRAFFIC CONTROL PER WSDOT STANDARD PUN TC16, OR BY OTHER METHODS PROPOSED BY THE CONTRACTOR AND APPROVED BY THE CITY. 17.DAYS,o</) I, INSTAR BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10.3..' >u PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTARATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE NORTH HALF INTERSECTIONS OF S 2ND ST/WILUAMS AVE S AND S 2ND ST/WERS AVE S. 4.COMPLETE AR CHANNELIZATION AND PERMANENT SIGNING.6.:o 5 CONVERT TO 2-WAY TRAFFIC OPERATIONS AT WILLIAMS AVE S 4 WERS AVE S, FROM S GRADY WAY TO N 1ST STREET. 7. Co 18.</) ONCE INTERSECTIONS ARE CHANGED TO TWO-WAY OPERATION, "TRAFFIC REVISION AHEAD" SIGNS SHAR BE INSTALLED BY THE CONTRACTOR AND WILLIAMS AVE S 4 WERS AVE S CAN NOT GO BACK TO ONE-WAY OPERATION. 8.a> LO CN CO o SURVEYED: KPG 9WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONCdvDRAWN BY: CSN.BID 16125PROJECT NOInterdisciplinary Design 3131 EfioftAve 25C2JrtfxnA* Suite 400 Tatra WA9WQ2 Seattle, WA 98121 {353)6270720 (206)286-1^0 DESIGN BY: OBP Public Works Department HIPUL-STP 9917oFED AID NO (034)DOCUMENTCHECK BY: _JF_TRAFFIC CONTROL PLAN GENERAL NOTES AND DETAILS o _, -* > y J v API CONSTRUCTION DEC 2019DATE:TTCd CL PROJMGR: _JF_ SHEET NO. 9 OF 119•O''by'DAI^d FILE: 16125DET01.dwgAPP DATEREVISION DESCRIPTION BYNUMBER 7 MINIMUM LANE CLOSURE TAPER LENTH = L (feet)TRAFFIC CONTROL LEGENDIBUSINESS NAME BUSINESS NAME BUSINESS NAME BUSINESS NAME BUSINESS NAME OPEN DURING CONSTRUCTION Posted Speed (mph)WORK ZONELANE WIDTH (feet)kO 403035 NO PARKING ZONE/U-HJRN AREA25 27015020510510 TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20225 29516511511 245 32018012512 TEMPORARY SIGN 5 22-9"SAFETY DRUM2aSIGN SPACING = X (1)TnIn f.(O350’ ± <KHRURAL ROADS & URBAN ARTEFIALS35 / 40 MPH SEQUENTIAL ARROW SIGN est toe»t sHo200’ ± (2)RURAL ROADS it URBAN ARTERIALS RESIDENTIAL k BUSINESS DISTRICTS 25 / 30 MPH ■s /*FUGGING STATIONDowntown Renton \25 MPH OR LESS 100’ ± (2)URBAN STREETS |PCMS| PORTABLE CHANGEABLE MESSAGE SIGNSTORES OPEN(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS, CN DIRECTION OF TRAVELThis Block your 00®m*6 DETOUR ROUTE IVV-AVV1 TEMPORARY JERSEY BARRIERCHANNELIZATION DEVICE SPACING (feet)4.5’ TANGENTTAPERMPH BUSINESS ACCESS SIGN NOTES:DOWNTOWN SIGN NOTES:603035 / 45 BUSINESS OPEN DURING CONSTRUCTION SIGNS SHALL BE CUSTOM MADE TO UST EACH BUSINESS THAT IS ACCESSED BY THE DRIVEWAY WHERE THE SIGN IS PUCED. THE SIGN HEIGHT SHALL VARY (2.5’ MIN) TO ACCOMMODATE ALL BUSINESS NAMES. THE CONTRACTOR SHALL PROVIDE AND INSTALL FOUR (4) DOWNTOWN SIGNS ON INDIVIDUAL SIGN POSTS. LOCATIONS SHALL BE DETERMINED BY THE ENGINEER. 1.1.402025 / 30 BUFFER DATA CONTRACTOR SHALL COORDINATE THE BUSINESS NAMES WITH ENGINEER PRIOR TO CUSTOM SIGN FABRICATION. THE NUMBER OF CHARACTERS AND SPECIFIC LETTERING SHALL VARY FOR EACH SIGN. 2.LONGITUDINAL BUFFER SPACE = B SPEED (MPH)4535 4025 30 LENGTH (feet)360250 305155 200 DOWNTOWN SIGN DETAIL BUSINESS ACCESS SIGN DETAIL NTSNTS IS C CO in o o CnJ o CN OJ cn =e ~o O o LO CNi to o aoc_> V) cn □ O CD LO o .2 CD> 3 CJ> E a c= a</> a> I in to O SURVEYED: KPG 10WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECTL'Csr’tTa-. DRAWING NOCITY OF RENTONm:DC DRAWN BY: CSs BID PROJECT NO 16125 HIPUL-STP 9917 tn Interdisciplinary Design 3131 EloCAve 2SC2 JeSertcn Ara Sote4M 7K»aj,tfA3WI2 SeacStf, WA.96121 (2SJJ 627-0730 (2C6]2S6-t&W WMJnom DESIGN BY: OBP Public Works DepartmentCJ FED AID NOO)(034)DOCUMENTCHECK BY: _JF_t f?/a TRAFFIC CONTROL PLAN GENERAL NOTES AND DETAILS O APP^OV(sO FOR CONSTRUCTION DATE:DEC 2019, 1 QL :N.CL PROJMGR: _JF_V O SHEET NO 10 OF 119*VM. tT DABY>FILE: 16125DET01 dwgDATEAPPREVISION DESCRIPTION BYNUMBER TT fLJ COCO -- CD■' CD CN GENERAL NOTES{? ♦L /L SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5’. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 1.□ □□ □ □ □ //r 2.BURNETT AVES h-r--3” CD- - CD fCNJ 3.□□□ □□ □ □□ -8 \II 4.1 iIr II ■E 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. 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CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5'. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 1.2|X;N q >72AA /}X X - ^ i V 2.Q_X oI-0 k.. Ic8 3.X 4 CO 8s ♦X' 1 WILLIAMS AVESWILLIAMS AVES 4. /j Hill,5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED.3 n\nXlX•- XNXX -V22lo0-6.TEMPORARY STOP SIGNS SHALL BE 30’ SOLAR POWERED FLASHINGo\3o 37X LED.35-* 36 o 435--. 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CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5'. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 1.ir-- : °y—I 0 ■C* - CN □ -a □□ a a □ □□ n ■*o \2.1_i ‘ '■ww*f:DETOURae 3.4=1D 4. 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BID PROJECT NO 16125*£■Interdisciplinary Design 3131 Elliott Ava 2502 Jefferson Ave Suite 400 Seattle, WA 90121 (206)286-1640 LO o Public Wo«k3 DflpjrlmfliiJDESIGN BY: OBP HIPUL-STP 9917 (034) o FED AID NO- DOCUMENTaCHECK BY: JF TRAFFIC CONTROL PLAN PHASE B2 - DETOUR PLAN Tacoma, WA 98402 (253)627-0720 www.kpg com o * t y ‘\PpMbyEp FOR CONSTRUCTION DATE:DEC 2019DCXwtf*Q_PROJ MGR: _JLIV SHEET NO 13 OF 119DAT1BY FILE: 16125TCP03.dwgAPP DATEBYREVISION DESCRIPTIONNUMBER 7 ,-0 GENERAL NOTES3li HU \.1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES «c CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5’. 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Io(/) a0J 9.5’>u1OoTHRU LANECMI$4 iE—JflLa1-K-Ia■o o PLAN o TYPICAL SECTION B-Bv> Aa> S 2ND ST WESTBOUND S 2ND ST SOUTH HALF CONSTRUCTION0 15 30 60 90LO CNl SCALE IN FEETCD o SURVEYED: KPG 14» F-'iV,WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON■s My\cc DRAWN BY: CSN BID PROJECT NO 16125LOInterdisciplinary Design 313t Eton Avg I 2S02Jdta»Ave SuU}<0 Taoi^WASm Ses&.WA 98121 (253) tfMft (206J 286*1640 | WMw.kpg.coR) DESIGN BY: OBP Public Works Department HIPUL-STP 9917o■9 FED AID NO (034)DOCUMENTCHECK BY: _JF_TRAFFIC CONTROL PLAN PHASE B2 - S 2ND ST ROADWAY CONSTRUCTION o nC CONSTRUCTION DEC 2019APPfDATE:.» 41Cd vCL.PROJMGR: _JF_•V SHEET NO 13 OF 119t'$BY DA'FILE: 16125TCP03.dwgBYAPP DATEREVISION DESCRIPTIONNUMBER GENERAL NOTES > c tS SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES le CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5'. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 1. L.<r * i ZJ>o . 2.oJ DETOURABURNETT AVES 3.(M □ □.a □ o a a □□BURNETT AVESJ_ ■ ]L 4.■* - _ -R 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED.□ □ a- -a □a □ a □ O' IIIV—'1 I IIII-'II TEMPORARY STOP SIGNS SHALL BE 30’ SOUR POWERED FLASHING LED.J 03 o o § S3o o ^ LUCT> ■a co cno cn <n ori\\ CDL /anoiao Q lP* :< Cd0N3coa>on /\ evj }1 7 WILLIAMS AVE S 31 "32 bs.jj i.1--------34P.EAC£- / "43-— 44 ■L«-1 - '35 T1 42‘. V "35"l4525 = --------->—--------H rr +i+t +++I—4—t------i—-++■f +/+t + +++4-+4*z+F I-4 ma %- -/TT v—rTT-----TT Tr <o /5*r -T;r A'SsW II3:4 / // CO on f->■Q co (COT Ul /4 5'JQ oQ 7*. d<5zoc .# / #/ egco \ w i *1CO *«r-~>o—2 /c" I ▼! . 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WA 93121 J253) 627-0720 <206)286-1640 nwIpgcOT o Public Wo»hs OeparlmsnlDESIGN BY: QBP HfPUL-STP 9917’o FED AID NO 1034)DOCUMENTe>CHECK BY; ^JF.TRAFFIC CONTROL PLAN PHASE B3 -DETOUR PLAN o .*iONSTRUCTION DEC 2019APPitOUEDATE:_. jDC Q_PROJMGP: JFy&SHEET NO 15 OF 119I, V- DATE.BY$FILE: 16125TCP03.dwgAPPBY DATEREVISION DESCRIPTIONNUMBER 7- GENERAL NOTES05I*r 05 Ci SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES «c CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5'. 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CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5'. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. O o5 07 O ’ ■ CT> ■“$3>CM8i 3ft.2.dOlSmr*n t D $5 3.4 Et-1D 4.CL4Q_ ■Hi oo 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED.dOlS COr\i-U-nCO x 6.TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHINGL4inLED.m-:.n o3 F5 CONSTRUCTION NOTES29■30>9 m ++ 4T O n~| SAFETY DRUM 0 WHITE EDGE USE PAINT |~3~1 STOP UNE |~4~| TRAFFIC ARROW |~8~j SEQUENTIAL ARROW SIGN ■CT+■rO S35 ° „13oHaQ l_l i rUT AXTS3u WILLIAMS AVE SWILLIAMS AVE S uxXX K- IT 3 TRAFFIC CONTROL LEGENDs ■> ■ ■ oXS- - o r-o WORK ZONE3 o 7-,-msn.S3 N»_l TEMPORARY SIGN : a C/5Vi a Qa 3□SAFETY DRUMO'□a:oto ViVi <KKI SEQUENTIAL ARROW SIGNIt2 A FLAGGING STATIONcQ DIRECTION OF TRAVELC O 773□o . e ■jfl CMVC'-i "8o• oCM o \7CM ,'TCMl dr ;4 EEcr>S 3RD ST <£ ROWROWDIr?i 13'o CONSTRUCTION ZONECLIdOlSI-o X THRU LANENdOlScnXIfl4ELOKs1iL\I-o -“l«tt-------------------JrD *L-ic.Ia■ clS§-aoaooo 86 TYPICAL SECTION D-D3- 8889cn86roc++ ++ro +S=+o O a a o S 3RD ST EAS7B0UND+Z!++rOiottxxQs0 lle> 4C/5 S 3RD ST tROW ROWQ I !3QT797 13'2'C CONSTRUCTION ZONEoWELLS AVE 1WELLS AVE S CO<r>hs THRU LANECO'□-0> Icz iO8O \o A-o ~CJ \x£iYJ7.’ Si I "O TYPICAL SECTION E-Ec.z: r S 3RD ST EASTBOUNDPLANco t<u ■■ OT OI S 3RD ST ■ SOUTH SIDE CONSTRUCTIONS 3RD ST ■ NORTH SIDE CONSTRUCTIONmCM 600 15 30 90CO SCALE IN FEET O SURVEYED: KPG 17williams avenue s and wells avenue s CONVERSION PROJECT DRAWING NOCITY OF RENTONMcnDRAWN BY: CS•7 BID PROJECT NO 16125coInterdisciplinary Design 3131 ESoS k& 2552 Jefferson Aw So«s400 TKDTa,WA9fcB2 Seattle, WAS8121 (253)627-5720 TMi.tyxm DESIGN BY: OBP Public Worsts Department HIPUL-STP 9917oFED AID NO (034)DOCUMENT9CHECK BY: JF / / TRAFFIC CONTROL PLAN /^BHASE B4 - S 3RD ST CURB & GUTTER CONSTRUCTION O -TP APPj 'FOR CONSTRUCTION DEC 2019DATE:cn £Cl.-PROJMGR: _JF_xVv.-X SHEET NO. 17 OF 119*>Y4L BY >OA1FILE: 16125TCP04 dwgAPP DATEBYREVISION DESCRIPTIONNUMBER I .r GENERAL NOTESsmdEKu—a u----□u SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES «t CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT All TIMES. MINIMUM LANE WIDTH SHALL BE 9.5'. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 1.rr asrC□ '1q 0V3HV XHOM avoa 2. n.q 3.iait i a TOlcnLrC'i 4. q CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED.5. anoiaa 3 6.TEMPORARY STOP SIGNS SHALL BE 30’ SOLAR POWERED FLASHINGC LED.oiddvyi namDC A 01 3oJ ■■8aasoio avoa - 1 05 a. U.L CONSTRUCTION NOTESrDETOURdOlS□ □.□ □o-□o □□ /v.„n~| SAFETY DRUM [~2~| WHITE EDGE USE PAINT [7] STOP UNE [T] TRAFFIC ARROW PH TEMPORARY JERSEY BARRIER 0 TEMPORARY SINGLE-SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PUN C-75.30-01 [~7~] PORTABLE CHANGABLE MESSAGE SIGN 0 SEQUENTIAL ARROW SIGN TYPE 3 BARRICADE BURNETT AVE S (, L i -- CD ( °CNI i /V a □□a* •□• □ □□ □ LJATNO Ii .. / SS300V TVOOT 03S010 avQB l" 3Ic CNI L Vl\ \Y \t1\\Q ^ Q cc g < eggs Q O % cCDmm9cojt r>P ro Q_oro t3oOdOlSCN.I CD§i-9A ^LUQ3CO!□ Oo9cqWILLIAMS AVE S Q_1I [1"I Hjr LXV y [.o-.tni. 3837J435 ^36 ■ c 33322928[7^2624 «++++-+++++++++++<t CMAoa—— — .tj ITocr 7"CJrTTn ■TT l\ 38'37*o CNJ o 9CXI AM--s- O s\CNJ c - - o [■ ’•Cn*IP ro~0 LO ■05 AM- O (/)£CL -3-051 ) Q TRAFFIC CONTROL LEGENDaV.5;LO \’J-z\TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20WELLS AVE S1 anoxia <J ta bS-j-ri °il \a JZLQ jO,1U TEMPORARY SIGN.nan. ninr;o -^93 94 9591909289S-86848381in roro SAFETY DRUM++++ ++4r n+Q CNJ(Po CJTil‘i_r‘«W SEQUENTIAL ARROW SIGNyiLs ujj -a—cryrr^7I77"O) IJ--o CO /♦FUGGING STATIONO oE~ [PCMS| PORTABLE CHANGEABLE MESSAGE SIGNt/-- o \CNTD \PCMS DIRECTION OF TRAVELO 3 PLAN\05 ia>\ - ► - DETOUR ROUTE i in CM ISO120DETOUR PLAN FOR S 3RD ST & WILLIAMS AVE CLOSURE 0 30 60LO SCALE IN FEETz:o 18SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONm:iVox DRAWN BY: _CS_ PROJECT NO 16125 HIPUL-STP 9917BIDLOInterdisciplinary Design 3131 Elliott Ave Suite <i00 Seattle, WA 98121 0 Public W-or>is Oo-pKSftfmuTtDESIGN BY: OBP CHECK BY: JF o 2502 Jefferson Ave Tacoma, WA 98402 (253)627-0720 FED AID NO (034)DOCUMENTa / ■ TRAFFIC CONTROL PLAN ASE B5 - S 3RD ST & WILLIAMS AVE S INTERSECTION O •V DEC 2019:OR CONSTRUCTION DATE:APPRO)ox / A'o_PROJMGR: ^JF.T,SHEET NO 16 OF 119DAT$BY;FILE: 16125TCP04.dwgDATEBYAPP.REVISION DESCRIPTIONNUMBER T7 "1 □ a*□□□ • □ □ □ □ □ □ ■ □snodh^j \T_f GENERAL NOTESl 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. MINIMUM LANE WIDTH SHALL BE 9.5’. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. r0V3HV >1U0M avob □ GOoo “03R“ cn 2.CN \3. V 4. anoiaa 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED.c ODI-)owm mm cn <j>6.TEMPORARY STOP SIGNS SHALL BE 30” SOLAR POWERED FLASHING‘--.ja:I01 LED. D Q3S013 QVOd& WILLIAMS AVE Sa c ill!1 XLmm.|-Cl..- 34 35 * 373233 3628 297252624 f ++ +++++ 4-+++ +*++s4- I V —tr7P TT LN—rTrrTTmT“ ] A1NO■\ \ SS333V TV001 gjSOTO OVOBa c ■ ■Bs ■ * o t[i(K \)cn -A % CO£X !CO CONSTRUCTION NOTESQr.Q ffi-r\ c-atCO CN m SAFETY DRUM [~2~[ WHITE EDGE USE PAINT |~3~| STOP UNE□ TRAFFIC ARROW |~5~| TEMPORARY JERSEY BARRIER 0 TEMPORARY SINGLE-SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PLAN C-75.30-01 |~7~| PORTABLE CHANGABLE MESSAGE SIGN 0 SEQUENTIAL ARROW SIGN [T] TYPE 3 BARRICADE tT»co m is®! I COliCO5§1 Iti,CN»• ooM§CN 9\o 9WELLS AVE Sin <in L aallJL\j-ri °i HL -*-dl it.-j=Ul -Cl XL 9392 94909181--------I 8984 868382 St+ ++++++++++-■f4—-CNI i_ru r ■“T ^nr■16'■O"Trr TTT3X7I< 37'\“D 33N2o 0 CO ENDOIoCO^ >O DETOUROt b o5ozj y >7 <J < O Is CM COo > ^ 33 6^0 CM rcn9 \ 12mICMo o J \cn 5: -----------\f 1 l ^"O N-\1O Q_ \ O TRAFFIC CONTROL LEGEND1LO CM in ?$$$&'Oco OR 1-0 t WORK ZONE * CN i O I ROAD aOSED LOCAL ACCESS 800130o d NO PARKING ZONE/U-TURN AREA33c= MAIN AVE So ONLYo I TYPE 3 BARRICADE PER WSDOT STD PUN K-80.20CncrCl o TEMPORARY SIGNtoo►\ \ CN O c cn SAFETY DRUM□ ;Q r\!ho <KM SEQUENTIAL ARROW SIGN \ CD C //♦o FLAGGING STATIONo I 1CO:: | PCMS|o PORTABLE CHANGEABLE MESSAGE SIGN DETOUR PLAN FOR S 3RD ST & WELLS AVE CLOSURE ~o DIRECTION OF TRAVELCo'lPLANcn aj - ► -A DETOUR ROUTE i LD 120 1800 30 60CM CO SCALE IN FEET O SURVEYED: KPG 19WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT P-'R DRAWING NOCITY OF RENTON%.\-cc DRAWN BY: CS BID PROJECT NO 16125onInterdisciplinary Design SuteJOO SeaSe, WA 591211 (2531627-0720 (2®) 268-1610 | ww.kpgewi Public WtM’HE DeparlmenlDESIGN BY: OBP HIPUL-STP 9917' (034) CJ>2502JefesDnAv8 TaowWASWIK FED AID NO DOCUMENTCHECK BY: ^JF.Q TRAFFIC CONTROL PLAN PHASE B6 - S 3RD ST & WELLS AVE S INTERSECTION o f V* r y/ A FOR CONSTRUCTION DEC 2019DATE:APICd Q_PROJMGR: _JF_w SHEET NO 19 OF 119**SM, V1 OATfBY,id FILE: 16125TCP04.dwgDATEBY APPREVISION DESCRIPTIONNUMBER WILLIAMS AVE S S 3 R D S T WELLS AVE S BURNETT AVE S MAIN AVE S S 4 T H S T S 2 N D S T TRAFFIC CONTROL LEGEND GENERAL NOTES CONSTRUCTION NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125_BNSF_TCP01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETAT S ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V JF JF OBP OBP KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 19A 123 DEC 2019 HIPUL-STP 9917 (034) 16125 19A PHASE C - HOUSER WAY DETOUR PLAN TRAFFIC CONTROL PLAN DETOUR PLAN FOR HOUSER WAY S CLOSURE RO A D C L O S E D TO TH R U T R A F F I C WO R K A H E A D R O A D DE T O U R RO A D C L O S E D TO TH R U T R A F F I C DETOURDE T O U R WO R K A H E A D R O A D DE T O U R DETOUR DE T O U R STOP ONLY D O N O T E N T E R DO N O T EN T E R ST O P ST O P ON L Y ST O P STOP ST O P ST O P DO N O T EN T E R GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR’S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. PRESERVE AND PROTECT All ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTT1NG. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). FOR STORM DRAINAGE REMOVALS, SEE SHEETS +3-46. FOR WATER REMOVALS, SEE SHEETS 49-52. FOR SEWER REMOVALS, SEE SHEETS 57-58. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 59-71. INSTALL INLET PROTECTION ON NEXT DOWNSTREAM CATCH BASINS 2. STA 93+93.64 STA 93+91.2 3.STA 93+96.2 30.0' RTDWY 30.0’ LT 3.fin" J 3 H RIM 41 47 /rQ)&r sew i‘ BON IT* CW IE 35 3 N. S' ZCHC2©4. STA 202+40.6 39.6' LT b2USPS 0W-->7 13)(TYP)KDO8" IRON STA 2Q0+97.7 39.5' LT a AIAL * 55UH 6247 RW <063 / £ 335 N.E.S-W @ CL / 8" PVC N.S; 12" CONC t.W SS».H 50592No©5.13 7389 12,ff.M 42/15STA 201+15.7t s* sai m ACCESSED; HEAVY TRAFFIC NOron (TYP) cTS'tgi “-------*- 3 B14 41,78 IE 40 9 S. 2* PVC STA 204+6B.1 TO 8847735.0' LT M-SI+ D =fi" 12^ r 3RICK PILLAR (tp> gfA 203+68.2 2.0’ LT S IRON (TYP) CD /O CD BTU 43 17 t WACCESSaE. FULL OF ORT II4,6.’ F/n7T /’Ip 30.0' LT O o Q O O Olio o,421A A-o4<Jo —# ~~ ~*Y— -5=aE------------------ '----OJ TT=.£1'F3 -'R JJ •3FOm■Viji.1DWYm 7.mf»/T^EATy .. r.\T JCT W/FO-' ---------S- IKwwlnDUCTASAKlXtt.il) —J. T*o 8.X* *<c S 2ND STtofSr—+sS !as^201 205ao —- s m G lo ++<r+9.CM +W wOF ALL SPU/CEPAfl W W W3<c <3-T7Z -•Vi.zco STA 204440.43 rso -;v,j:so 10.SDVff 4i 11.foK.ii. B DWY i< DWYO . 4* Pp.jc i4 1 *4-£lzry? J 12.cl. o L,ttt i&T HH 26M TA RET WALL 21 AC /b lalitadT1WY\3)-c«Coi.a2- ^777 V-CONC- RET WALL2 13. T7T'—^ x- \ S)MH 62S* RlM *0 3? i«6 7 S. 12’ CPP IE 36 5 IE 36* — CTL HIM. 3 -M'S -S METAL HANDRAIL (TYP) l_CIL HH 264 TA 4 PK 115 —^ 2‘ CONC WALL A--J oa £4403 3lM 42.59 l£ 40,5 S. 6" IRON l£ 40 5 N. 8" IRON 1 152 "flowi \I S40S4STA 202+22.9 LOCATION OF ALL SPU/CE0AR ’RIVER PIPES APPROIMATE C8 84404 AM 4365 IE 406 S. 8* IRON IE 40 5 W. 8" IRON 14.FOR ROADWAY SIGN REMOVAL AN0/0R RELOCATION, SEE CHANNELIZATION & SIGNING PUNS, SHEETS 101-117. FOR EROSION AND SEDIMENT CONTROL STANDARD PUN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. STA 20j+73.6 s V)I RIM 4103 ' £ 40.2 Z. 5‘ . IE 40.1 NW, 8‘ 4- H 1C8 56289 flfti 41,54 IE 39 7 S, 8" CPP IE 39,1 W, 6" CONC IE 39.1 E. 6" (PLUGGED) Vj.f C9 56290 X j* RIU 4! 50 S U | \ IE 39,6 N. E* CPP----------------------------------1 J IE 39.6 E. 8* CPP / 111 CTl HH 264 *4 - IMSKAIi -Yl/' EMPTY j] 1.6’ LTfas;4.2' RT UJ416S5* CONC X ’8' CONC 0«A|'C8 84402.'2,TAl//XT I >STA 202+32.1 10 1 RIU 4131 IE 41,3 N, 6" METAL.<15.STA'-92+30.537.1’ ST \l10,WJ 40.0’c STA 203+69.6 40.0' RT -I6" PVC ILI"(8<c 5* i SOW 15766 IE 37 6 S-W, <3 CL 1?' CONC n6” PVC 8" IRON . 12” CPP C3 56266 a ffiU 41 49 ~ Bu J--i SITE PREPARATION NOTES*-l MATCH LINE STA 92+25 SHEET 24< .■ SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. (?) REMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, AND METAL PUTES WITHIN EXISTING SURFACE REMOVAL UMITS. REMOVE CURB OR CURB Sc GUTTER WITHIN EXISTING SURFACE REMOVAL UMITS. (4) REMOVE TREE. (5) REMOVE SHRUB. (?) REMOVE AND SALVAGE TREE GRATE TO THE CITY. REMOVE AND RESET USPS MAILBOX. SEE ROADWAY PLAN FOR NEW LOCATION. (?) SALVAGE TRASH RECEPTACLE TO THE CITY. (To) PRESERVE AND PROTECT EXISTING WALL. PROTECT PRIVATE BUSINESS SIGN, POST, FOUNDATION, AND ELECTRICAL CONNECTION. @ PRESERVE AND PROTECT EXISTING PUNT MATERIAL (?) REMOVE WALL. oPLAN cn -o 0 10 20 40 60Q_ 1 • 1 ®SCALE IN FEETm CD a o o cr< CL••' > Q LEGEND ©■ U1 EXISTING SURFACE REMOVAL UMITS o 2" DEPTH PUNING BITUMINOUS PAVEMENT'/> FULL DEPTH SAWCUTNOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBUC U71U71ES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. O ©o INLET PROTECTION Eo PRESERVE & PROTECT SPU WATER MAIN O a3 I LO CsJ CD o 21SURVEYED: KPR WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NO,CITY OF RENTONccDRAWN BY: BRAA PROJECT NO. 16125 HIPUL-STP 9917BIDInlerdisciplinary Design Sale <00 Sestte, W493121 (206>266'16*0 CO Public WwJ(5 Ps-partirwriilDESIGN BY: OBPo 2502 Jefferson Ava Tkot3,'.YA»«B (253)627-072© wwwipgcoJi FED AID NO3 103-1)DOCUMENT> > A' CHECK BY: _JF_SITE PREPARATION AND TESC PLAN STA 200+50 TO STA 205+00 o FOR CONSTRUCTION DATE: DEC 2019APPFo. 1'H PROJMGR: JFQ-%SHEET NO 21 OF 119v--fleni. v‘BY4/FILE: 16125SP,dwg:x APP DATEBYREVISION DESCRIPTIONNUMBER 7: GENERAL NOTES 1. mis PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED. 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. 8. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTT1NG. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). 10. FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. 11. FOR WATER REMOVALS, SEE SHEETS 49-52. 12. FOR SEWER REMOVALS, SEE SHEETS 57-58. 13. FOR SIGNAL k ILLUMINATION REMOVALS, SEE SHEETS 59-71. 14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION k SIGNING PLANS, SHEETS 101-117. 15. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. MATCH LINE STA 31+50 SHEET 24 Dkli,lvU ----- £ 34.3;S, 12" METAL £ 34,2 N, 12" METAL IE 34 4 E. 4" METAL IE 34,5 W. 4" METAL ■,10 'ft'STA 299+99.80BENCHoBon t w B MlDO —r85.0' LTT>I o BENCH BENCH T 3STA 297+52.8 FF=41 21 -I \ SOW 77889■MH 77849 M 36 20 <13 2 N-Stf. METRO SEWER CR TOO DEEP TO MEASURE CS 77545 - FF-41.7!17.7’ LT /si tI(/I < RIM 38.1!x-NO SIGNALJttu STA 299+15.0 30.0' LT STA 298+52.3 113.9' LT IE 34 2 S. 12" METAL IE 35 4 E. 12" METAL IE 34 5 W, 12" PVC € 34 1 N, 12' METAL m2 /HISTA■mh \ RiU 41 12 IE 34 9 Si IE 36 9 fl IE 36 5 E IE 36.6 w ggjj to RIM 40 76 IE M/A, Eli BRICK CONE TO 4093| / fM oh2‘|k'j - ■ V. V «TJ6;1 NW. 8" CONC € 36,1 SW, 8" UNKNOWN OIL/WATER SEPARATOR SHROUD OVER ENDS OF PIPES PREVENTED ACCURATE MEASUREMENTS /m si 12 IE 34 8 E, 12" PVC 3 C3 77590 SSMH B339Im 37 35 IE 35 6 W, 12" MET*!WU 41,03I LOCATION OF AU SPU/CEDAR RIVER PIPES APPR0WMA1E SQMH 13573 ■' Rim 3966 € 35® F ALL SPU/CEDAR IPES APPROXIMATE r piIE 36,1 N § CL 8" PVC■2 IPASHCAN SDuH 13574SO (hpXrISTA 298+46.8 r - wDUCTmC8 13577 /Riu 30 61IVIIE 35 I E. 6” CONC IE 35 0 W. 6" CONC 6” WATER & f.VO COMM LINES RUN N-S THROUGH CENTER OF STCR -3 5'± DOWN 20.4’ LTRiU 3512 4 l 2 IE 36,3 S, 6 CQftCVZ E.W, 9 Cl 8* CLAY -TRASH CAN fT=40,j3©1 \Wp8:/FF-41.M 2\I / ( STA 296+94.9 • if 2uu.J3ttfeTRASHUH W.i ***■\•i.roMETAL &«£.L.J v CM19.4' LT 3 \ iCiJ HUS*3aL o*77 Pinm *m inlL inj MAPI 6*1,3"/ 7j.. =±i ; S 3RD ST ’J—xA oSaiin'■so-LL_so —(5 / / / /-/.,/ y-/-/’?/ ry*TF7-/ r/y ■////// ///7-v 7/aM'YrrwrTr7yY'/yT/:TT/ +5> ,, r,i.77^^Wr%W///y, “0-w ■w—w■-r«r>!w w o"FTMC 267 m W-H0296*£223 StA 297+00.3 9.9' LTC / STA 297+00.3 / *+ /297 \<tAjJii,4-cV-i 55h o -c/)— a ESIi/5*SS 4.0’%I 172 Z f /r2.6' LT Hi ^a 1''C 8p ;TT , yIEUPU ,p2j TKASHCAN .40=5-' PI Nu(5 /in /J.cTWC9 13652 *—3WE RACK GM ASSEMBLY • DEACTIVATED GAS LINE , >D 13253 CB 92'J3RW 3517 \ IE 37,0 W. 6‘ COMl RW 39 72— P RIM 1C C 381 •V r x\ FN4, JI V"cr-iiir19 it >0 3970 1 wIE 38 9 N, 3" PVC KyiJ.-[■RIM 40 94 IE 4D3 N, 3" PVC IE 40 2 S, 3" PVC STA 298+46.8 SPIKE 113 -4ff \ SCUH 13653_________ l\ RIM 38.4* \ IE 36 2 SW, 4* PVC v IE 34,0 E. 6" CONC FILLED W/SEDIMENT. 5'± RIU 4063 IE *0.0 S, 3" PVC IE 40.0 N, 3'' PVC 4(9STA 297+63.4 STA 299+07.78.5* LTIKE RACK SUM 13061 / IU 3011 ‘ N/A. UNABLE TO OPEN TRASHCAN VI11.8* LT DUCT LSTA 297+17.1 8.8’ LT IS*.3' 18.0' RT HIM 41 £ 39' BRICK BIKE RACK SSMH 9211 / RW 41.20 IE 36 2 S 9 CL 8" PVC CTL MH, 4’>8V6' 5STA 297+63.3 3SOW 1357® RYU 3361 IE 34 9 E. 8’ CONC £ 34 8 NW. 12" IRON -4 % 12.71 illj Zi’ LT ZApip<n k FF= 41 30>92.<'< (typjQ^)^ SJA 29+78.5B til fl<C£'I :oro13STA 300+07.5 , 72.4’ RT ca-jit-_ o CQ SITE PREPARATION NOTESo CNI SAWCUT k REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. ©REMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CURB OR CURB ii GUTTER WITHIN EXISTING SURFACE REMOVAL UMITS. (T) REMOVE SHRUB. (?) SALVAGE TRASH RECEPTACLE TO THE CITY. (?) SALVAGE BIKE RACK TO THE CITY. (14) REMOVE METAL PLATE. O ©OJ PLAN o-i +- -O 0 10 20 6040 ©CL SCALE IN FEET to O c o CF> a Q O in o o 'ui LEGENDa> NOTEr CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. o EXISTING SURFACE REMOVAL UMITS C/7 £ 2" DEPTH PLANING BITUMINOUS PAVEMENT FULL DEPTH SAWCUT INLET PROTECTION -y-y-r, PRESERVE & PROTECT SPU WATER MAIN TD CZ O a) 7—7 -id CNJ to O SURVEYEO: KPG 22WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SITE PREPARATION AND TESC PLAN STA 296+00 TO STA 300+50 DRAWING NOCITY OF RENTON,v+MCdDRAWN BY: BRAA BID PROJECT NO 16125 HIPUL-STP 9917' (034) ln Interdisciplinary Design 313IEfcSA« 25C2Jef»woArt Sufc*00 iBComa. Seattle, WA 55121 (253)627-0^0 (205)266-16410 'mth&im o Pub«(£ Works DepartmentDESIGN BY: OBPo FED AID NO- DOCUMENTCHECK BY: Jj=,o 'V APPHOVEO FOR CONSTRUCTION DATE:DEC 2019CKJK 7 A A1 //>Q_PROJ MGR: ^JF. SHEET NO 22 OF 119<JVA|_ VP DATE8Y,5C FILE: 16125SP dwgBY DATEAPP.REVISION DESCRIPTIONNUMBER -7* GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR TOE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UT1UT1ES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN TOE REMOVAL LIMITS SHAH BE REMOVED AFTER APPROVAL BY TOE ENGINEER. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN TOE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT TOE TIME OF INSTALLATION. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHAH REMOVE INSERTS WHEN THE PROJECT IS COMPLETED. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY TOE ENGINEER. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. PRESERVE AND PROTECT AIL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE TOE REMOVAL LIMITS. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH TOE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. 2. MATCH LINE STA 88+50 SHEET 24- Ti =TT H tIV STA 88+35.20S5MH SI*S RW *299 IE 37 7 N 9 CL 8” PVC L-C9 *453lid1 3.RIM 4237 IE 41.7 NW, 3" PVC IE 404 S. 6' CONC i4-0® CP'c 445? Fiu 0.17 It 375 W, 12" CONC £ 37,9 E, 12” CONC £ 37,9 NE, 8” CONC € 379 SE. 8" CONC OUWEU2D STCR - '• « IE 40.1 N, 6” CONC IE 40.1 E. 6” CONC IE 39.9 NE, 6' CLAY *§I=4M5 C 391 W’ 8" C°NC m 42,34 IE 41 4 E, 6” £ 4t,3 W, 6" ,WT417! S^rl(5 EMPTY fD 4247CS *092 SB:I# \v RIM 42 15 IE 41,4 N, 2' PLASTIC 1E 41.5 S. 2" PLASTIC fBH 40,3) t 394 N, 3" PVC *ij b- EMPTY MAP4" &-BIKE RACK BIKE SACK, Jo' CONC 6' CONC 8‘ CONC 8' CONC 4.5 m aIfo- IPra® \r9.'<0 425&STA 304+80.0i. mi $ \/RIM *183 IE 41 3 N, 2" PLASTIC IE 41 2 S, 2" RUSTIC SOW *394 RlMi 41 74 IE 37 2 E, 6' CMC YO 42?|19.1* LTRJU 41.40 £ *1.0 H 2” FUSTiC / It 40 7 s! 3" PLASTIC/ CO jf©‘lf rV‘STA 304+81.STA 304+74.5/ RIM 41,42 / IE 40 9 N, 3" PLASTIC IE 40 6 N. 4” flWW IE 40 5 S, 3" PLASTIC^ CB 4240_____________ PHI 4222 IE 41.6 E, 3° PVC IE 40.6 SE, 6" CONC DUCT - 9o. ooif /. OF WATER lOVtPS PIPES Ll 9.8’ LT20.5’ LTHiYB 4262 RlW 41.fi' It 40,9 N. 3' PLASB IE 40 9 S, 3’ PUS? r /, /\STA 303+90.3 H.5' LT . It<d 5.j ®il&K FF=44,08Lf\ff-45 a !7L«.M ■ TB43 II \Kn/ ' C5'j IJjL. HI #256 ^-fF*41 5 /lea■/<3 Ay.6.ACsJ \\‘T .3 “ ““n- T!5.5'L ■0CM7FB c BH MM '\8 4I <?D.Sru.4 H5AA 6a ] <;■4£in l£jl 7.W. 6- PtfA ...1 & m vi sd-fPWMMjmm—it--y—ZZFrMVL - jinMAPJZTM3'Pi JF_«L.SE1I®AS—-£------it---------- LT J^l_-/'1 w i- | T 7.V LQCAkO3U-^ w----SD S -il 5LOFw »TOv/W - '/sW/T/Z/tW^v ■, d 305'>■30+Z //// Z 2 r.,.flr4L-gTTTTTTTTOv/, 7\TT^T7 ■v 1 Wy / / / / / V ' V SflryLrrr-Zj O W'/W'/////&£¥&.8.oro 1\1 I c 3 I 5.5'5 9G —9.8 8 cn 7zzzsEz:SS3 r::*Sfj’iL IZL 5/K*£.RACK rCI 4 :751 "YTn £ \TljL ■A-.-F- YjeTET-V____ ‘ - T Sv FT.43 5i>\ ™.3KjUi~ ~m \ 4IA_1_4------in 10.A «► t>W3HC W§s “ CONC TILE5oTdnr0^ \\ ID 4370 'v# ^FF=44 56 '7’ 3 4) 90 FF=42,07 Y \ tB 381* 1 r 1 FE“*2 85 CTL HK #53 ’A c ty \ eg 44n FOR WATER REMOVALS, SEE SHEETS 49-52. FOR SEWER REMOVALS, SEE SHEETS 57-58. FOR SIGNAL ft ILLUMINATION REMOVALS, SEE SHEETS 59-71. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 101-117. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PU\N 268.00. 11.FF=4269 JifTa4T 45 1 43?4\ =43 73 v YD 26193 RIM 43.89’ -FF«4l.Ofi I,P IE #i 7 $. 3” PVC IE 41-0 Wr 6” CONC FF=43.36 FI ■ A / •fT» 44.74nFT*44«FF-43 15^2 FF-43 91 \;f dK\W, 6” CGf CB 4369 RiW *375 IE 43 3 S, 4” CONC IE 43 0 N, 3" PVC 12.mu 4172 IE M/A. NO PsFES VISIBLE H A . ]ESTA 302+06.5 A BRICK RET WAW.iPlIR L-YO 26211 I l ie an IB) . Si ■■Hi ^ I\VD 113.9’'LT RW 42 90 IE 42 3 S, 2" PVC IE 42 2 N, 3” PVC flIU 43,59 IE 42 1 N. 3" PVC IE 42 7 S. 3’ PVC 3 518 .5 5 \ STA 300+93,4 RLU 44,17'13.DUCT 1L: S'V SOW 4363 Rttl *114 IE N/A, BRICK STCR FUMCF WATER STA 304+60.11<8.3’ LT V>2-©20.0* RT 14.<jrjt. 4" CONC TCS FULL OF WAIEOt SILT 3Svn >362 X ] filU *110 lg IE 36 8 S @ CL 8” PVC J®ST p— WOOD PLTR 2.1 j i d® r 15.•J i/> %5\ JL:5<c «i Lm3 idl j UII■:Bo UIT SITE PREPARATION NOTESSTA 86+73.29 ,i3 1o1 lid MF *-----ID® CM ©SAWCUT k REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. (7) REMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CURB OR CURB k GUTTER WITHIN EXISTING SURFACE REMOVAL UMITS. (T) REMOVE TREE. © REMOVE SHRUB. © REMOVE AND SALVAGE TREE GRATE TO TOE CITY. © SALVAGE TRASH RECEPTACLE TO THE CITY. © SALVAGE BIKE RACK TO TOE CITY. O ICMUJi[I ■M” Cn>PLAN ©CL CO LO CM LO 0 10 20 6040 SCALE IN FEETO c o O CT> d o o CO CD c=o CU NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBUC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. > LEGENDco O ■. j EXISTING SURFACE REMOVAL UMITSE 2” DEPTH PLANING BITUMINOUS PAVEMENT FUll DEPTH SAWCUT INLET PROTECTION , PRESERVE k PROTECT SPU WATER MAIN ~o D ©CL> I LO CM LO O SURVEYED: KPG 23» IM*WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SITE PREPARATION AND TESC PLAN STA 300+50 TO STA 305+00 DRAWING NOCITY OF RENTONMCLDRAWN BY: BRAA\BID 16125PROJECT NOCOInterdisciplinary Design 3131 ew Aw BCBJefasonAw 730X73, WAfcift Seafle.WA 99121 |253] 627^720 (206}286-16« *w*kj$»n DESIGN BY: OBP Public Works Doportmortt HIPUL-STP 9917 (034) DEC 2019 O FED AID NONDOCUMENTCHECK BY: _JFQOn;/»6r constructionAPPR<DATE:MCL Q_PROJMGR: _JF_ SHEET NO. 23 OF 119SY2MlFILE: 16125SP,dwgDATEBY APP.REVISION DESCRIPTIONNUMBER GENERAL NOTES 1.THIS PUN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAIUBLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. REMOVAL UMITS SHOWN ON PUNS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. CATCH BASIN INSERTS SHALL BE PUCED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION UMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALUTION OF NEW PAVEMENT SECTIONS, UT1UTIES, AND AS DESIGNATED BY THE ENGINEER. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PUCE AND FACIUT1ES THAT ARE TO REMAIN IN PUCE UNTIL NEW FACIUT1ES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. PRESERVE AND PROTECT Aa PUNT MATERIAL OUTSIDE THE REMOVAL UMITS. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT Aa TIMES, UNaSS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). FOR STORM DRAINAGE REMOVALS, SEE SHEETS +3-46. FOR WATER REMOVALS, SEE SHEETS 49-52. FOR SEWER REMOVALS, SEE SHEETS 57-56, FOR SIGNAL it laUMINATlON REMOVALS, SEE SHEETS 59-71. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNEUZARON & SIGNING PUNS, SHEETS 101-117. FOR EROSION AND SEDIMENT CONTROL STANDARD PUN NOTES, SEE CITY OF RENTON STANDARD PUN 268.00. rD 6282ID H62 CO 6281 2.41.23 RtU 4071 € if/k FULL OF ATE(\4e CB 705*FW 40.48IE X07 L 3" PVC .1 E, 8" IRONrTanoce l£ 38 3 \© - I----vS fr-41 09 5SMH ACX___rFF=41.0l * K■Jlr BARK/—DUCT Ot........V|f IT 3.CM-CM rTL“‘i4 > A i t- 4 c£l,...0*vCMDWYA4A ,aACASE 11585 «r-him £»fc-LjJ &X?1----- i GO■ ------------------------\GO ss ED a^-PUCT un1.1 31 CM F------ So S s WILLIAMS AVE S m34LO•S — % LO 4.+ro 0—^ cr-<o-O-0c COMHis ' :-K GO M-GSdsVos OSOSy~ Wt&iUH ..jL 5.* Dm -U\pwr f\DWY -7T 'T5 O"DU*\ vt?‘Sr(SBP M c: -6.- 4' WOOD -FF-4103, /J \ '-NO '-FF-4104 Ov-ry-r «4V FF=40 943 y-0[10*_____1CNAL/ |Fr-tl 09 J Xt.4C 34'W?5Y \ 8w5_______v K'v -. n / RIM 45.34/ H 39.1 t/4* )E 38-tafegaRCH / •F" 8' M£T*L GATE -£ :E ':g 8t7i 1 l, i.| ;i: ;i E 3B8 C 38 7 f , RiV 40 IE 40 3 7.fSOUU 62Si furteCKS w, r iron E ® (37E3 C fttHKOtt IE JB 87VC 8: fSGfCPP IE 37.3 N, 12* CPP PVC RM to S80" IRON 12" IRON Cfl edg&40 2 E, 4\PVC RHU 40 37 iffflTw, 3" IRON IE 39.7 W, 4" CmSCUM 11584 \ IBM 406? IE 37,6 E, 8" IRON IE 37 6 W, 8" IRON IE 37 6 S. 12" IRON IE 37 6 N. 12" CPP SOW 6064 RIM 40 57 € 38 5 E. 3" IRON E 38 0 II. 12" IRON ■E 37 8 S. 12" IRON 8.I ,._j 9. PLAN 10. 11. 0 10 20 40 60 12.SCALE IN FEET 13.I 14. 15.CS !cuSir t Ji T * t3 mi: 42.98 5OTJ Si a 4X6njiou:-iWTei< city HAU.—, 4' MCIK S 4' METAL Tkl'AODO BARKIS -I IE 42.3 E. 2" PVC It 42 2 ». 3" PVC -I R4M <303 IE 36 8 S-J c >5 CL 8" PVCm 4? 43 IE VO.Xfi. 63 M METAL HANDRAIL -y RAMP , 4—^ 2O 3* C W ^■fr-<3i6 SITE PREPARATION NOTESl£\4ttj W, 3" PVC £\<f 3 E. 2" PVC cb [ .^rlwwFF=43 06 % FF-43.il ■— J --T>l£o c£o-r SAWCUT 1 REMOVE EXISDNG ASPHALT PAVEMENT WITHIN EXISDNG SURFACE REMOVAL UMITS. REMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, w AND METAL PUTES WITHIN EXISTING SURFACE REMOVAL UMITS. REMOVE CURB OR CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL UMITS. 0 REMOVE TREE. 0 REMOVE SHRUB. 0 REMOVE AND SALVAGE TREE GRATE TO THE CITY. OCsJM••L ■n& ■o rOCM bCO.. L?- 'TV ovrrDWYCMFF-43 a CMSfij m >3 ..CO - ; » —03--------~^♦310 |,/|4mti r -CM U’lV- -rfcnCO CO39t=r■O ©o-CL o LOCOLOCMs5*90 -----------TLO—s-89-—^ sCM 4-oo ++•■+CsJf H— co oo orWELLS AVE SO<—OS-CS CSlt-<:- OSa'■^5_3_ m□----pL- W 3coM—COto oo Jl-FflgOr —3""5s ¥"SRT Wi * „ cn ___S5j /p..E*;l^ss niMETAL -v 9VFF=43 22p ■ tpaSHcams !?o\-------5 T s----------->o —C 71V..\Q FF-4233GATEnFF=42 47"ff-430tj l— PLAQUE-'GRAMO THEATRE"XFF*4II5 FF-4315 FF=42 23 5 • \\ca sc/o ■ LEGENDo1-1•- 1ln FF-4300 T2Q \ I* 5 EXISTING SURFACE REMOVAL UMITS5726HIM 4f 06 IE IQ* w. 6* cm50OH 11235 RiM 43Q6 IE 39,7 W. 8” CONC IE 39 7 E, 12” IRON IE 39 4 N. 12’ CONC :IE -KM £ IE *6 2 * 12’ IRON RiM 4183 IE Wt 5SViC^264 RIM 42.79 IE 39 0 E, 8” RON E 38 7 S. 12’ CONC IE 38 6 N. 12" CONC' o ^ WNC9W OVERHANGS — BLDG, 2'± ABOVE GROUND IN THIS AREA \X 2' DEPTH PUNING BITUMINOUS PAVEMENTJn RIM 42 » IE 40 9 /IL 4* p>-c IE 40 4 £, S' iROfl IE 40 4 A, 8' IRON o H 5139 FULL DEPTH SAWCUToHIM 42 99 IE 39 7 St 8" CONC1 ►E 39 2 $W, 8' CONQ IE 39 2 S. 12* CONC >E 39 1 M. 12’ CONC cn E INLET PROTECTIONo PRESERVE k PROTECT SPU WATER MAIN•o a NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBUC UT1UT1ES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. PLANjo a 5 Zai m CM 0 10 20 40 60cn SCALE IN* FEET p SURVEYED: KPG 24W fM/f.WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON1wccDRAWN BY: BRAA BID PROJECT NO 16125iy>Interdisciplinary Design 3131 E5dl Ave l(SJe|feraoaAw SuleiOO iBOOTOLWAS^a Sttfc.WA 98121 [255)627-0720 (206)288-1640 «ww.kpg®ti DESIGN BY: OBP Public Works Department HIPUL-STP 9917c_>FED AID NO (034)DOCUMENT.o CHECK BY: JF SITE PREPARATION AND TESC PLAN1orOR CONSTRUCTIONto'DATE: DEC 2019I J >Ji!)as ■S aK^//fA 31+50 T° sta 35+25 & sta 88+50 T° sta 95+25o_PROJMGR: _JF_*V'*'\AL V^‘SHEET NO, 24 OF 119 •O'Bi 2MlFILE: 16125SP.dwgDATEBYAPPREVISION DESCRIPTIONNUMBER £ ^rf'T^eTWaam LEGEND GENERAL NOTES©i ,> 10.0'ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PUN 106 OR PER DETAIL, SHEET 40. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 6-8 AND FLOW LINE AND SIDEWALK I AYOUT PI ANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, SHEETS 36-39. ALL CEMENT CONC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND GUTTER SHALL BE CUSS 4000. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION k TESC PUN, SHEETS 20-24. FOR STORM DRAINAGE PUN k PROFILES, SEE SHEETS 43-48. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. FOR SIGNAUZAT10N, ILLUMINATION k ITS IMPROVEMENTS, SEE SHEETS 59-79. FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 FOR CHANNELIZATION k SIGNING IMPROVEMENTS, SEE SHEETS 101-117. 1.NEW ASPHALT PAVEMENT SECTION16 " V 10.0'P5 c ASPHALT OVERLAY AREA■Z./ X. JL/—C a »2.1T CEMENT CONC SIDEWALK OR PAVEMENTI------*k '4 <3 \ STA 36+99.33 30.00' RT ©DETECTABLE WARNING SURFACE, (COLONIAL RED, FED-STD-595 20109, PR APPROVED EQUAL) SEE SHEETS 30-35 FOR STATIONED LOCATIONI;': S 3. *. 4.*A -©I0DWY*4&5.A 0 -(15,-*7 |0 6. Ml HH 16- ‘A A 7.STA 200+29.96©0 30.00' LT 8.112.5'A 12.5' TV■9JX2)f-Jg !3 ■-9.CTL MH, 8 »0 STA 200+45.93©© ©AL OOO 000 10.30.00’ LTAio®,1 '3 A 11.zM ASO - -fyCTL MH, 4'*|0‘x6 5‘DUCT -,(•35!'-r *A.15,-Q j5jG . & 7 i=±«^7^T rowife V^Si Lcinf---p - FDfl : p ’fuffsup '3fD1'5,K k (A.o>«A A -*■A CO<s ©,w CMA15}--'UJ i.J w 3UJ3Aw■A«3n:-■cCOL '' IIT" T -----T 4<f • T•i ’T -----------------in COo Si /©><^ T -------A---- fA -i. 4 4ia LD14.Q-*4— G I .i.COGSTA 201+15.67f©■fct:•{15,<j —OUCT£s - O4SA ■rS CM^1s001 G GG —CO C<»6 4) - -U *1 wLWce £-•1S 2ND ST A A O =14<4 ia , ^ ,.4 *izZ?\Z-.■2zzc n=21 S5 zgzz:Z/7 /olO W.o 2 cZCOZZ s 4-po SO SO SD3DSO::CM o “2To SBCM 4 Pira, a C ^-----CONSTRUCTION NOTESPPnr■TV Pr P —r-c tv--- S —0p42-TT7p/7CM CONSTRUCT CEMENT CONC PAVEMENT RAISED INTERSECTION PER TYPICAL SECTIONS, SHEET 7 AND CONCRETE PANEL PLAN, SHEETS 36-39. -V- @ MATCH EXISTING. CONSTRUCT CEMENT CONC ROADWAY RAMP PER DETAIL, SHEET 8 AND CONCRETE PANEL PLAN, SHEETS 36-39. CONSTRUCT PLANTER AREA PER URBAN DESIGN PUN, SHEETS 80-83. ©CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE PER DETAILS, SHEETS 41-42. @ RECONSTRUCT HMA DRIVEWAY PER DETAIL, SHEET 42. CONSTRUCT CEMENT CONC EXTRUDED CURB TYPE 6 PER WSD0T STANDARD PUN F—10.42. (f) REESTABUSH DISTURBED MONUMENT PER SPECIAL PROVISION 8-13.3. (T) ADJUST GAS VALVE TO GRADE. (15) ADJUST FRANCHISE UTILITY VAULT/MANHOLE TO GRADE. NEW TRAFFIC W BEARING LID OR NON-SUP UD TO BE PROVIDED BY OTHERS, AS NECESSARY. CONSTRUCT CEMENT CONC SIDEWALK 5’ MIN WIDTH TRANSITION PANEL. ©=-?rTvnmsMD M -V■vr=7cn TT ; p f -■aOX?da---> uDsoAa ot/i \T]-O C p.a q V-foV J ‘Hi:COAAoaoA7 7 7 S> / ; V , -- /■ - ,■ ■ ,■ - 4 J / , r , a:lcoo §>)>}>>>} ct:15,lO ©d3CM“II:---I /Lp©-"7'7'7r"'J!~7r±:~f / / / / \CO oIrZS'\14 4 ^3 r ©* r / / ? 7 7 / /i •A A A y<*HAo *VvI'-FF= 40.92 \/o ' ::-'v/■;/// r71 777//r -•©/o 1 I ■Xo£7-V)|\CT> ^ -7 //FF=4I68o/I3Q7*r I4 ■:*o 4 \CO \t ia!v-cujr:fQ4 ©-v— CTL MH, 3’a8">'6 5'c UJ,o c !>l.M y>jfCD ' 4 /' O)O a 10.0’to ©■ 'wSa _<E //o t§/4 ::I /£_ -C|/ A A ■PLAN8,-■o 15./ 7 / V -7, I COL 0 5 10 20 30IaoI .i» CM SCALE IN FEETiCOLLO MATCH LINE STA 35+25 SHEET 29 o 25SURVEYED: KPGO •* Aft WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON.MvVO'DRAWN BY: £S_BID PROJECT NO 16125 HIPUL-STP 9917 C\ -5-to Interdisciplinary Design 3131 BtA Art 2502 Jefferson Av« Sufc *0Q Tacoma, WA 06^02 SwSe.tfA 96121 {253)627-0720 {296) 2^-1640 smifjgoMn 5 DESIGN BY: BRAA Public Works DepartmentO FED AID NO (03+)DOCUMENTCHECK BY: OBP ROADWAY PLAN 2ND ST & WILLIAMS AVES O lV%DEC 2019DATE:APfRQ«EP'FOR CONSTRUCTION. TQC K-Jr□_PROJMGR: _JL SHEET NO 25 OF 1193YFILE: 16125RD01.dwgDATEBYAPPREVISION DESCRIPTIONNUMBER 77 LEGEND CONSTRUCTION NOTES GENERAL NOTES S 2ND ST WE L L S A V E S PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125RD01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N I HSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 JF OBP BRAA CS KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 26 119 DEC 2019 HIPUL-STP 9917 (034) 16125 26 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125RD01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N I HSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 ROADWAY PLAN S 2ND ST & WELLS AVE S CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 S 3RD ST WI L L I A M S A V E S LEGEND CONSTRUCTION NOTES GENERAL NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125RD01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N I HSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 JF OBP BRAA CS KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 27 119 DEC 2019 HIPUL-STP 9917 (034) 16125 27 ROADWAY PLAN S 3RD ST & WILLIAMS AVE S CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 S 3RD ST WE L L S A V E S LEGEND CONSTRUCTION NOTES GENERAL NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125RD01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N I HSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 JF OBP BRAA CS KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 28 119 DEC 2019 HIPUL-STP 9917 (034) 16125 28 ROADWAY PLAN S 3RD ST & WELLS AVE S CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN 106 OR PER DETAIL, SHEET 40. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SEC IIONS AND DETAILS, SHEETS 6-8 AND FLOW LINE AND SIDEWALK LAYOUT PLANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, SHEETS 36-39. ALL CEMENT CONC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND GUTTER SHALL BE CLASS 4000. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PUN, SHEETS 20-24. FOR STORM DRAINAGE PUN * PROFILES, SEE SHEETS 43-48. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. FOR SIGNAUZAT10N, ILLUMINATION it ITS IMPROVEMENTS, SEE SHEETS 59-79. 2. LA 0 £——e----------\ p r-<H).18.....JQ mr-■X-U i V'-Y- u---------CN L 4 1* 1 3.&4 4 A-—ft -.snhcA.6& JEs» AllH__tel4 LUsLU'V 57^:6 ■A d ®n |v®37 4.cncnSTA 354-22.29ss inod'JU3)CMLOss 34+00WILLIAMS AVES+—32+00+^S.s33+55 inmu 5.m +43-+<:<==- 9 0-9- 99(2)m 6.cnco 5a— M % 7.asasasasasasas7£ 8.dcl 4 OP* k4* A4 -rrrTT-r’rr J ’ 7-/p/WWW , IUL><cSB.c ■^r RTv 9.FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 FOR CHANNELIZATION & SIGNING IMPROVEMENTS, SEE SHEETS 101-117. V<J3X2)2-y TPE 10.4 11. CONSTRUCTION NOTESt (T) MATCH EXISTING. @ ADJUST GAS VALVE TO GRADE. (n) ADJUST WATER VALVE TO GRADE. ® ADJUST SEWER MANHOLE TO GRADE. @ ADJUST CATCH BASIN OR STORM DRAIN MANHOLE TO GRADE, (li) ADJUST MONITORING WELL TO GRADE. PLAN 600 10 20 40 SCALE IN FEET <E :0 O 0 o I ■t,CN - nlo M-''CN .!■:."I CD' :OQ -----------------------TI CMEEL*jX7cm* g*r,H. It aTj■3EW--; " A-, SI ,a mL CN 1 ■ 1 OJ-ft-C ?—iCT>u __________: L<B ■ “O **a 'C COCNCO'3,o 13,a inoDCCM9 09 DinLO f ■1 CN ! WELLS AVE^ S£-----s 92+00 STA 92+11.98 9&TOOrs—m+m CMcoCDcnao++ M------------------- <it 13oEE as— as as coCOEEMcTM•v. LUHY3OMnjicn d =-.J d. c 7 fif r 7 7 >V O---------K-‘rlr P -------1T117 r? Si’- ¥a 7 .c> !IOCT~r7PJ VvTl i.C-,UCi,Cl'(i7,lUf.........\jr w V T MV— o ■in LEGENDlO (2)13,O 2 C O c NEW ASPHALT PAVEMENT SECTION> ASPHALT OVERLAY AREACJ <n E CEMENT CONC SIDEWALK OR PAVEMENT■„ DETECTABLE WARNING SURFACE, (COLONIAL RED, FED-STO-595 20109, PR APPROVED EQUAL) SEE SHEETS 30-35 FOR STATIONED LOCATION -o ca PLAN<L) I LO CN 600 10 20 40 UD SCALE IN FEET O SURVEYED: KPG 29WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON77N-mDZDRAWN BY: _CS.BID PROJECT NO 16125coInterdisciplinary Design 3131 HottAve 25C2Jc^otA« T3»Tia.WAS8402 SeaE5e.WA9SS21 (£53) 637-0720 [305] 286-1640 vrtwApQ.com DESIGN BY: BRAA Public Works Department HIPUL-STP 9917oFED AID NO (034)DOCUMENT rCHECK BY: OBPO ROADWAY PLAN ^^k^TA 31+50 TO STA 35+25 & STA 88+50 TO STA 92+25 o 5 ;OR CONSTRUCTIONAPP^DATE:DEC 2019.TTtHTvDC Ko_PROJ MGR: ^JF. SHEET NO 29 OF 119v'BY DATE7^FILE: 16125RD02 dwgBYAPP DATEREVISION DESCRIPTIONNUMBER yT S 2ND ST WI L L I A M S A V E S CURB LAYOUT POINTSFLOW LINE POINTS - R1 CURB LAYOUT POINTSSIDEWALK POINTS - R1 CURB LAYOUT POINTSFLOW LINE POINTS - R2CURB LAYOUT POINTSSIDEWALK POINTS - R2 CURB LAYOUT POINTSFLOW LINE POINTS- R3 CURB LAYOUT POINTSSIDEWALK POINTS - R3 CURB LAYOUT POINTSFLOW LINE POINTS - R4 CURB LAYOUT POINTSSIDEWALK POINTS - R4 CURB LAYOUT POINTSSIDEWALK POINTS - R4 CURB LAYOUT POINTSSIDEWALK POINTS - R3 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SWPLN.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 FLOWLINE AND SIDEWALK LAYOUT PLAN S 2ND ST & WILLIAMS AVE S 30 16125 HIPUL-STP 9917 (034) DEC 2019 12330 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG BRAA BRAA OBP JF JRW OBPCHANGE ORDER #3: GRADING POINT REVISIONS 03/11/21 PLAN S 2ND ST WE L L S A V E S CURB LAYOUT POINTSFLOW LINE POINTS - R8 CURB LAYOUT POINTSFLOW LINE POINTS - R5 CURB LAYOUT POINTSFLOW LINE POINTS - R6 CURB LAYOUT POINTSFLOW LINE POINTS - R7 CURB LAYOUT POINTSFLOW LINE POINTS - R8 CURB LAYOUT POINTSFLOW LINE POINTS - R8 CURB LAYOUT POINTSFLOW LINE POINTS - R7 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SWPLN02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 16125 HIPUL-STP 9917 (034) DEC 2019 12331 PLAN JF OBP JRW BRAA KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 2ND ST & WELLS AVE S FLOWLINE AND SIDEWALK LAYOUT PLAN 31 SEE SHEET 32 FOR SIDEWALK LAYOUT POINTS CHANGE ORDER #2: PLANTER AND SIDEWALK GRADING REVISIONS BRAA OBP 03/27/20 CHANGE ORDER #3: GRADING POINT REVISIONS JRW OBP 02/22/21 CURB LAYOUT POINTSSIDEWALK POINTS - R6 CURB LAYOUT POINTSSIDEWALK POINTS - R7 CURB LAYOUT POINTSSIDEWALK POINTS - R8 CURB LAYOUT POINTSSIDEWALK POINTS - R5 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SWPLN02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 16125 HIPUL-STP 9917 (034) DEC 2019 12332 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 2ND ST & WELLS AVE S FLOWLINE AND SIDEWALK LAYOUT PLAN 32 SEE SHEET 31 FOR SIDEWALK PLAN VIEW JF OBP JRW BRAA KPGCHANGE ORDER #2: PLANTER AND SIDEWALK GRADING REVISIONS BRAA OBP 03/27/20 CHANGE ORDER #3: GRADING POINT REVISIONS JRW OBP 02/22/21 S 3RD ST WI L L I A M S A V E S CURB LAYOUT POINTSFLOW LINE POINTS - R9 CURB LAYOUT POINTSSIDEWALK POINTS - R9 CURB LAYOUT POINTSFLOW LINE POINTS - R10CURB LAYOUT POINTSSIDEWALK POINTS - R10 CURB LAYOUT POINTSFLOW LINE POINTS - R11 CURB LAYOUT POINTS CURB LAYOUT POINTSSIDEWALK POINTS - R11 CURB LAYOUT POINTSFLOW LINE POINTS - R12 CURB LAYOUT POINTSSIDEWALK POINTS - R12 CURB LAYOUT POINTSSIDEWALK POINTS - R12 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SWPLN.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design REGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 PLAN 16125 HIPUL-STP 9917 (034) DEC 2019 12333JF OBP BRAA BRAA KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WILLIAMS AVE S FLOWLINE AND SIDEWALK LAYOUT PLAN 33CHANGE ORDER #2: PLANTER AND SIDEWALK GRADING REVISIONS BRAA OBP 03/27/20 CHANGE ORDER #3: GRADING POINT REVISIONS BRAA OBP 02/03/21 WE L L S A V E S S 3RD ST CURB LAYOUT POINTSFLOW LINE POINTS - R13 CURB LAYOUT POINTSFLOW LINE POINTS - R14 CURB LAYOUT POINTSFLOW LINE POINTS - R15 CURB LAYOUT POINTSFLOW LINE POINTS - R16 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SWPLN02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 16125 HIPUL-STP 9917 (034) DEC 2019 12334 PLAN JF OBP JRW BRAA KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WELLS AVE S FLOWLINE AND SIDEWALK LAYOUT PLAN 34 SEE SHEET 35 FOR SIDEWALK LAYOUT POINTS CHANGE ORDER #2: PLANTER AND SIDEWALK GRADING REVISIONS BRAA OBP 03/27/20 CHANGE ORDER #3: GRADING POINT REVISIONS JRW OBP 02/04/21 CURB LAYOUT POINTSSIDEWALK POINTS - R13 CURB LAYOUT POINTSSIDEWALK POINTS - R14 CURB LAYOUT POINTSSIDEWALK POINTS - R15 CURB LAYOUT POINTSSIDEWALK POINTS - R16 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SWPLN02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 16125 HIPUL-STP 9917 (034) DEC 2019 12335JF OBP JRW BRAA KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WELLS AVE S FLOWLINE AND SIDEWALK LAYOUT PLAN 35 SEE SHEET 34 FOR SIDEWALK PLAN VIEW CHANGE ORDER #2: PLANTER AND SIDEWALK GRADING REVISIONS BRAA OBP 03/27/20 CHANGE ORDER #3: GRADING POINT REVISIONS JRW OBP 02/04/21 S 2ND ST WI L L I A M S A V E S SEE SHEET 40 FOR GENERAL CONCRETE PANEL NOTES CONCRETE PANEL POINT TABLE LEGEND CONCRETE PANEL POINT TABLE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125CONCPLN.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 36 16125 HIPUL-STP 9917 (034) DEC 2019 12336 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG BRAA BRAA OBP JF PLAN CONCRETE PANEL PLAN S 2ND ST & WILLIAMS AVE S CHANGE ORDER #3: GRADING POINT REVISIONS JRW OBP 3/5/2021 WE L L S A V E S S 2ND ST SEE SHEET 40 FOR GENERAL CONCRETE PANEL NOTES LEGEND CONCRETE PANEL POINT TABLE CONCRETE PANEL POINT TABLE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125CONCPLN.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 16125 HIPUL-STP 9917 (034) DEC 2019 12337 PLAN JF OBP BRAA BRAA KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 37 CONCRETE PANEL PLAN S 2ND ST & WELLS AVE S CHANGE ORDER #3: GRADING POINT REVISIONS JRW OBP 3/5/2021 LEGEND --------CONTRACTION JOINT (LONGITUDINAL it TRANSVERSE) ----- CONSTRUCTION JOINT CONCRETE PANEL POINT TABLE \\\EXPANSION JOINTo\OFFSET ELEVSTATIONNUMBER 0.00'40.67299+50.00300 BOTTOM OF CONC. ROADWAY RAMP -* TOP OF CONC. ROADWAY RAMP SEE SHEET 40 FOR GENERAL CONCRETE PANEL NOTES 0.00'40.92299+60.00301 "320, 0.00'41.07299+70.00302 333,"334,//L0.00’41.21299+60.00303 Sr "335,0.00'41.36299+90.00304 ■ ■ CONCRETE PANEL POINT TABLE“o0.00’41.50300+00.00305 o ELEVNUMBERSTATION OFFSET0.00’41.45300+10.00306 340 30+61.01 10.00' RT 41.300.00'41.40300+20.00307 "o "335,330,331 o 341 300+19.98 10.00' LT 41.250.00'41.35300+30.00308 18.23' LT342300+19.96 41.21"329,0.00’■41.30 (Sm)-7 300+40.00309 "337) , (339,.344, 10.00' LT 41.19343 300+30.030.00’41.39300+50.00310 ><343)d. •"342 346326,321 "324,Xfv- 344 300+29.97 12.59’ LT 41.150,00’40.9930+01.00311 /✓ 'y\d'<5^rA.... 300+39.97 11.50’ LT 41.113450.00'41.0430+11.00312 o SI"'■V"328, 11.50’ LT346300+49.97 41.0600.00’41.1630+21.00313 QQ9> BOTTOM OF CONC. \ // ROADWAY RAMP 347 11.50’ RT 40.45299+50.030.00’41.2730+31.00314 I323,540)1525)- I @ 11.50’ RT 40.73316,348 299+60.03341BOTTOM OF CON ROADWAY RAMP 0.00’41.3930+41.00315 o 2@n!o"305,"308,"303,"304,)0299 s 3RD ST 299+70.02 10.00’ RT 40.903490.00’41.4130+61.00316 : 12.59' RT 40.86350299+70.03o0.00’41.3230+71.00317 -(307) | 10.0’ I 10.0’ I o'.306,TOP OF CONC. ROADWAY RAMPIITOP OF CONC. ROADWAY RAMP 351 299+79.97 10.00’ RT 41.060.00'41.2330+81.00 10.0' | 10.0‘10.0'318 10.0'10.0’ 10.0'10.0’10.0’ 18.21’ RT 41.01352299+80.04 I (353)/ (3t5)-j//<S> 0.00’41.1430+91.00319 <c 10.00' RT 41.23353299+90.00o41.00 / ■31+01.00320 0.00'd a 7 /-----------------■,348.347,XL 41.09354 30+31.06 10.00' LT ^ .>/ 11.50' LT =140.45299+49.97321 V; 4\o <gLCM 18.23’ LT 41.02355 30+31.08Mo11.50’ LT 40.71299+59.97322 /m "372,.349,351,369,371CMO"368,a 10.00’ LT 40.9635630+21.0810.00’ LT 40.91299+69.97323 "350, "352,"370,CM '<364CTi 12.59’ LT357 30+21.06 40.91(365,12.62’ LT 40.87299+69.97324 "354,.355, *0 11.50’ LT 40.8135830+11.0610.00' LT 41.10299+79.97325Q_Oo (312)-.357,11.50’ LT 40.5635930+01,06o\20.00’ LT 41.0630+69.40326o V(S)"356,CM 11.50’ RT 40.4736030+01.0110.00’ LT 41.2630+61.06327CD (363)-. @ Ox>..352,.358,o 11.50’ RT361 30+11.01 40.72 O 10.00’ LT 41.1830+71.06328O 10.00’ RT362 40.9230+21.01o -518.32’ LT 41.0730+71.08329o UJ f 12.62’ RT 40.8736330+21.01CJ>N10.00’ LT 41.03 .359,30+81.06330 □364 30+31.01 10.00’ RT 41.10A12.62’ LT 40.9830+81.07331Oi WJ TOP OF CONC. ROADWAY RAMP 18.31’ RToLD36530+30.99 41.0511.50’ LT 40.90 7/730+91.06332c/l ><Q 10.00’ RT366300+10.02 41.3211.50’ LT 40.8131+01.06333 PLAN 05o V)M 10.00’ RT367300+20.02 41.2411.50’ RT 40.7231+01.00334a>< o 18.31’ RT368300+20.04 41.08o11.50’ RT 302040.82 0 5 1030+91.01335 BOTTOM OF CONC. ROADWAY RAMP iSCALE IN FEET 369 300+30.03 10.00’ RT 41.1810.00’ RTO 41.0430+81.01336 12.62’ RT370300+30.03 41.1412.59’ RT 40.9930+81.00337■o co 11.50’ RT371 300+40.03 41.1910.00’ RT 41.2330+71.01CO338<L> 372 300+50.03 11.50’ RT 41.1418.23’ RT 41.1930+70.993391 to O 38SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON\V-IN DRAWN BY: BRAAs BID PROJECT NO T6125C\ -d-Interdisciplinary Design 3l310cSAvi 2502 JeSwcn Art Stile «X) TacorA WA 98402 SeaOe. WAS8I21 (2533627-0720 ■PS06J vwwipg.ccm CO Public Works DepartmentDESIGN BY: BRAA HIPUL-STP 3917o£FED AID NO 1034)DOCUMENTQCHECK BY: OBP CONCRETE PANEL PLAN S 3RD ST & WILLIAMS AVE S o -t 'V DATE:DEC 2QT9APP*©y£D.FOR CONSTRUCTIONQLQ_PROJMGR; _JF_______ FILE: 16125CONCPLN dwg Y4?SHEET NO. 38 OF 119KiM \$BY>DATE DATEBYAPPREVISION DESCRIPTIONNUMBER 7 WE L L S A V E S S 3RD ST SEE SHEET 40 FOR GENERAL CONCRETE PANEL NOTES LEGEND CONCRETE PANEL POINT TABLE CONCRETE PANEL POINT TABLE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125CONCPLN.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design REGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 16125 HIPUL-STP 9917 (034) DEC 2019 11939 PLAN JF OBP BRAA BRAA KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 39 CONCRETE PANEL PLAN S 3RD ST & WELLS AVE S to W = 3/8" MIN 5/8" MAX GENERAL CONCRETE PANEL NOTES OUTLINE OF CATCH BASIN, MANHOLE, VALVE BOX, OR OTHER STRUCTURE *tn 1.CONCRETE PANEL JOINT LAYOUT IS SCHEMATIC. CONTRACTOR TO SUBMIT PLACING AND JOINTING PLAN TO ENGINEER FOR APPROVAL, PRIOR TO CONSTRUCTING FORMS. JOINTS SHALL BE CONSTRUCTED PER SPEC SECTION 5-05.3(8) AND PER WSDOT STANDARD PLAN A-40.10. NEW PAVEMENT, TYPGRATING OR UD AND FRAME - ISOLATION JOINT 1' MIN DIMENSION, TYP ALL AROUND -£ 0": V:POURED JOINT SEALER BACKER ROD 0 = 1.25W ARCHITECTURAL SCORE JOINTS ARE NOT SHOWN FOR CEMENT CONC. SIDEWALK OR CROSSWALK AREAS. SEE URBAN DESIGN PLAN SHEETS 80-84 FOR SCORE JOINT LOCATIONS & DETAILS. 2. •v ■. !*■O 3. LONGITUDINAL JOINTS ARE TO BE CONSTRUCTION JOINTS UNLESS PAVED BY A MACHINE CAPABLE OF PLACING AND FINISHING CONCRETE FOR TWO OR MORE PANEL WIDTHS (IN WHICH CASE A CONTRACTION JOINT IS ALLOWED). PAVEMENT JOINT, TYP A*.LZ-C -L. =3.{z ALL TRANSVERSE AND LONGITUDINAL CONTRACTION JOINTS SHAH BE FORMED WITH SUITABLE POWER-DRIVEN CONCRETE SAWS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT SAWING EQUIPMENT CAPABLE OF COMPLETING THE SAWING TO THE REQUIRED DIMENSIONS AND AT THE REQUIRED RATE TO CONTROL CRACKING. THE CONTRACTOR SHALL PROVIDE ADEQUATE ARTIFICIAL LIGHTING FACILITIES FOR NIGHT SAWING. 4. OUTLINE OF CATCH BASIN, MANHOLE, VALVE BOX, OR OTHER STRUCTURE FACE OF CURB "I" |CONSTRUCTION JOINT SEAL DETAIL NTS1' MIN DIMENSION, * TYP All AROUND L COMMENCEMENT OF SAWING TRANSVERSE CONTRACTION JOINTS WILL BE DEPENDENT UPON THE SETTING TIME OF THE CONCRETE AND SHALL BE DONE AT THE EARUEST POSSIBLE TIME FOLLOWING PLACEMENT OF THE CONCRETE WITHOUT TEARING OR RAVEUNG THE ADJACENT CONCRETE EXCESSIVELY. 5. ISOLATION JOINT <oPAVEMENT JOINT, TYP W = 3/8” MIN 5/8” MAX u~>6. LONGITUDINAL CONTRACTION JOINTS SHALL BE SAWED AS REQUIRED TO CONTROL CRACKING AND AS SOON AS PRACTICAL AFTER THE INITIAL CONTROL TRANSVERSE CONTRACTION JOINTS ARE COMPLETED. <N NEW PAVEMENT ISOLATION JOINT ..FACE OF CURB 7.ANY DAMAGE TO THE CURING MATERIAL DURING THE SAWING OPERATIONS SHALL BE REPAIRED IMMEDIATELY AFTER THE SAWING IS COMPLETED. CE POURED JOINT SEALERU!r-J :** PAVEMENT JOINT, TYP 8. WHEN CEMENT CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CEMENT CONCRETE PAVEMENT, THE VERTICAL FACE OF ALL EXISTING WORKING JOINTS SHALL BE COVERED WITH POLYETHYLENE FILM OR BUILDING PAPER IN ACCORDANCE WITH AASHTO M 171. BACKER ROD 0 = 1.25W4,O 1/8”- *(3) #4 BAR, 30” LONG AT 6” OC “*■1 -AT-----LENGTH TO WIDTH RATIO BETWEEN JOINTS SHALL NOT EXCEED 1.5:1. JOINT SPACING SHALL NOT EXCEED 15'. 9. .tzc JOINT LOCATION IN SIDEWALKS SHALL BE LOCATED TO DIFFERENTIATE PANEL THICKNESS AND PAVEMENT TREATMENT. TYP. 10.CN TYPICAL STRUCTURE ISOLATION JOINTS DETAILS o NTS(N ISOLATION JOINTS FOR STRUCTURES ARE NOT SHOWN ON THESE PLANS BUT SHALL BE CONSTRUCTED PER DETAILS ON THIS SHEET OR WSDOT STANDARD PLAN A-40.15 FOR ALL CATCH BASINS, MANHOLES, WATER VALVES AND MONUMENTS. 11.CONTRACTION JOINT SEAL DETAIL (LONGITUDINAL OR TRANSVERSE) o CM NTScn 3= PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO THE CENTERLINE FOR ALL CONCRETE IN STREET. 12.o oo I CD CLEAN JOINTS BY SAWCUT OR HAND TOOL NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOUNG ON EITHER SIDE OF JOINT. 13. Qm CN 3/8"CO 14. SEE CONCRETE ROADWAY JOINT DETAILS, THIS SHEET.NEW OR EXISTING STRUCTURE OR PAVEMENT CM Oo o iO— F~;W: / , POURED JOINT- v ™ ■ y ,,v- 1/2” 0 ■ * y . . BACKER ROD m Cn \-r.5o O id • f ”om Q O S*. .<v NEW PAVEMENT>• * +Oo 1 1 Eo PREMOLDED EXPANSION JOINT FILLER, FULL DEPTH Co cn ISOLATION (EXPANSION) JOINT SEAL DETAIL<v I NTSin CN CD o 40SURVEYED: KPG DRAWN BY: CS WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON■-\ca N BID PROJECT NO 16125 HIPUL-STP 9917 in Interdisciplinary Design 3131 Ben Aw |2502*%wiAw Suite 400 Seattle,.WASH 1211 (353)627-0720 (206)2^-15*0 | www.ipg.COT O Public Works Depart men*DESIGN BY: OBP CHECK BY: JF o FED AID NO3 (034)DOCUMENT CONCRETE PANEL PLAN NOTES AND DETAILST®tm, WA$8<02O DEC 2019>R CONSTRUCTION DATE:APPREcaKPROJMGR: _JF.□_ SHEET NO. 40 OF 1191BYy■ 7,FILE: 161250ET-CONC dwgNTAPP DATEREVISION DESCRIPTION BYNUMBER 7" LEGENDCONSTRUCTION NOTES (T) CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE TYPE C2 PER COR STD PLAN 104, 104.2, & 104.4. ALSO, SEE DETAILS SHEET 42. (I) CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE TYPE C2B PER COR STD PLAN 104, 104.2, & 104.4. ALSO, SEE DETAILS SHEET 42. © RECONSTRUCT HMA DRIVEWAY PER DETAIL SHEET 42. ] NEW ASPHALT PAVEMENT AREA ] ASPHALT OVERLAY AREA ( - • • • .| CEMENT CONC. SIDEWALK OR PAVEMENT IZZ TZ7----------- ,FV41 <3 P ^7 \b\-a S 2ND STO ■i-k-ky I Ik o' ! 't ■ --294-ss ■---------— — x-®Im G*GG &o -----S 2ND ST STA 204+20.0 - : DRIVEWAY 5 STA 0+00.0 -------w-------in ACo5dk4o• cIS 2ND ST STA 202+32,01 oo IU-3IDRjVEWAY 3 STA 0400.0 0+500+0029.6'3 , S a8'3Q'02' liA.N V35T1” E-d>r H I C If ::23 ,DWY : Vo’6.5'7 [V </>m/ z / / ~fj 7/a ssii&<3a”SO sootie2L 4-JsinvO7«ax r 1930|V-> jEW33'IfS }=L4 MAXSocmk oCn 3I) 5,4'5.11 +0.2%' .. 4 W1 H'i iW5—13 4T7Vi. r •i-R “75?—? c „. -aM.-P <3A « 4k_•<? —--s.3%F , _____O 3%,DW28.3%.IVV'i -4oowiwr ■:In— FO------A o. e* 4 :- tacd A---------FO <F //CO 1DWYTmaxI AX’T-J4Jma:\ './<•3 4—7LU/A 6.0'4 6.0’>>0 61123.4'>.0'<6.0'- V \I1w -■6+H [BnC K2U)W —k > /: - T —■ 7 --------- Y- MATCH EXISTING i HMA DRIVEWAY WELLS AVE S STA 92+57.8/dKA PKS 2ND ST STA 200+72.01 DRIVEWAY 1 STA 0+00.0 I fS 2ND ST STA 202+40.68 DRIVEWAY 2 STA 0+00,05 DRIVEWAY 4 STA 0+00.0i I /A oS41./ S 2ND ST —25j in4t4/-------G G G oT7o<f+JL 34^A 4 3 DRIVEWAY DW4 DRIVEWAY DW4DRIVEWAY DW3 2ND AND WELLS (SE CORNER) 2ND AND WELLS (SE CORNER)2ND AND WELLS (SW CORNER)DRIVEWAY DW2DRIVEWAY DW1 PLAN2ND AND WELLS (NW CORNER)2ND AND WILLIAMS (NE CORNER)V07 300 5 10 20 SCALE IN FEET DW4 DW5DW3DW2mDW1 STA 0+00 TO STA 0+45 STA 0+00 TO STA 0+35STA 0+00 TO STA 0+40STA 0+00 TO STA 0+45STA 0+00 TO STA 0+45o 60 606060O606060606060CN -..CN cn "O O o LO CN SI s IggSICDsggsas aa3Ss50 8 cr>8 5050 5050 §505050 50 S50 g SISI-------«3 b losaD--------r>+55 33!£3Si oCM r-5 S ii3aII ^°sII " CM3o CM'I CMn?O ....s oo. II . JIN.II c%trN- 3®.........s I! I ..."9 seP O m IIII' U £C'T CM n s IIIIIIJSs II </> „II a to LO IICT>s II u .......Sd, £d 150^ 1-4.60%. IIs"II<o ft II II||-----oo„! c_ 55 II CO II §d E 3-II £y°- 41 a. 80% Ed n_o EXISTING GROUND Ed din ||PROPOSED GROUND -2.13% 5EdM II Ed —. EdQ a. ^d Ed 1.50%Ed ,2.60%-»——'-2.65%cj>. 1.15%--2,90%1,70% .. -2.66%CO -4>-2.59%VQ 40 40 4040 4040 4040 40 EXISTING GROUND40PROPOSED GROUND-'c o EXISTING GROUNDPROPOSED GROUNDl/l EXISDNG GROUND !a> PROPOSED GROUNDEXISTING GROUNDoo PROPOSED GROUND “-»»j "O c o 30 30 3030303030303030C/3 a>0+350+40 0+00 0+45 0+000+000+450+000+450+00 I PROFILE HOR: 1B=40' VER: 1"=20' PROFILE HOR: 1=40' VER: r=20‘ PROFILE HOR: r=40' VER: 1"=20‘ PROFILEPROFILE HOR: 1'=40' VER: 1"=20' LTD CN HOR: 1'=40' VER: 1"=20'CD o SURVEYED: KPG 41r ■ v'^rrr^- $ A ^ V WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONCdDRAWN BY: BRAA BID PROJECT NO 16125coInterdisciplinary Design 3131 Ban** Suite 400 SeattiorWA9ai21 (206) 28S-1WJ DESIGN BY: BRAA Public Wertts Dooartmeni HIPUL-STP 9917 (034) o M&THSonAvc Taswa,tfA 98402 (253)627-0720 wiwipjcom FED AID NO DOCUMENTCHECK BY: OBP.O DRIVEWAY PLAN & PROFILEof * > y r. A CONSTRUCTION DATE DEC 2019APPRCCd Q_PROJMGR: _JF_yt--SHEET NO. 41 OF 119V*XY\1 oatf*!;BYidFILE. 16125DW01 dwgAPP. DATEBYREVISION DESCRIPTIONNUMBER CEMENT CONC CURB k GUTTER ENDS, CEMENT CONC VALLEY CURB TRANSITION BEGINS WITH fi" FXPOSURE ’CEMENT CONC DRIVEWAY ENTRANCE’ PAY LIMIT — ■ CEMENT CONC VALLEY CURB TRANSITION BEGINS WITH 0.5” EXPOSURE/ j%G .CEMENT CONC VALLEY CURB TRANSITION ENDS WITH 6" EXPOSURE, CEMENT CONC CURB k GUTTER BEGINS 4 *-CEMENT CONC VALLEY CURB TRANSITION ENDS WITH 0.5” EXPOSURE 4 Sir;i ** 4 *4*. «CEMENT CONC ROADWAY RAMP i4Qs*svr 4'-'CEMENT CONC DRIVEWAY / ENTRANCE" PAY LIMITj%C /CQHc«44 A* -/* 4#44 44 4 4 4 4,A 4 4 4 4 4 4 4 4 4 ■4 A44 4 « * 4 4 44 'XtreHT4 4cave * .fo-4 444 4 *4 44W **Up CEMENT CONC ROADWAY RAMP DRIVEWAY DW2 DETAIL DRIVEWAY DW1 DETAIL NTS 2ND AND WELLS (NW CORNER)NTS 2ND AND WILLIAMS (NE CORNER) CEMENT CONC VALLEY CURB TRANSITION BEGINS WITH 0.5’ EXPOSURE< ro CEMENT CONC VALLEY CURB TRANSITION BEGINS WITH 0.5” EXPOSURE 4" HMA CL Yi PG 64-22CEMENT CONC VALLEY CURB ENDS WITH 6' EXPOSURE, CEMENT CONC CURB k GUTTER BEGINS ’CEMENT CONC DRIVEWAY ENTRANCE" PAY UMIT CEMENT CONC ROADWAY RAMP i , - i ’CEMENT CONC DRIVEWAY ENTRANCE" PAY UMIT , .i ■«d-4CEMENT CONC ROADWAY RAMP 4 EXTRUDED CURB■7*Ol 4 * 4 *5 CEMENT CONC VALLEY CURB ENDS WITH 6" EXPOSURE, CEMENT CONC CURB & GUTTER BEGINS ■*. / 4 4 j HBfaisiF \ * 4 ■3ffissgV .4 44 ATJ HSSsWo,4O 4 4 O- -1i44 4 4*4<»4 44Q A -4-If)*44 4CN V 4 ,4 COMPACTED SUBGRADE -SAWCUT AS INDICATED ON PLANS. NEW PAVEMENT TO BE aUSH WITH EXISTING PAVEMENT. PROVIDE TACK AND COAT AND SEAL WITH AR4000 4" CSBC4ALDfiA*A ■ o J D ’O'4WDlj?& GU;A c 4<3O 44o4J 4cn :: ■L'MittQ PARKING AND DRIVEWAY-,PMMENJ,NQTE$ I. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. o in CEMENT CONC CURB & GUTTER o o'w <L'- DRIVEWAY DW4 DETAILDRIVEWAY DW3 DETAIL HMA DRIVEWAY DETAILoo NTSNTS NTSE 2ND AND WELLS (SE CORNER)O 2ND AND WELLS (SW CORNER) ¥ “O O V) ax l lO CM LO o SURVEYED: KPG 42ft P-\*.WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTON%MCtDRAWN BY: JRWv BID PROJECT NO 16125cnInterdisciplinary Design 3131 Elliott Avb 2502 Jefferson Ave Suite 400 Seattle, WA9B121 (253)627-0720 (206) 286-1640 www.kpg.com Q DESIGN BY: BRAA Puts) le Works- DetJOJlrtwn!HIP1JL-STP 9917oFED AID NO.(03-0DOCUMENT“3 CHECK BY: OBPO DRIVEWAY DETAILSTacoma, WA 90402o.. * t y /a'APPROVED FOR CONSTRUCTION DATE:DEC 2019LXCLvPROJMGR: _JF_%SHEET NO. 42 OF 119A'SY DATEFILE: 16125DET-RD dwgDATEREVISION DESCRIPTION BY APRNUMBER 7 WI L L I A M S A V E S BU R N E T T A V E S S 2ND ST GENERAL NOTES CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SD.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 DRAINAGE PLAN & PROFILE STA 196+00 TO STA 200+50 43 16125 HIPUL-STP 9917 (034) DEC 2019 11943 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG WRE WRE KRS JF PLAN PROFILE PROFILE PROFILE CHANGE ORDER #20: STORM CATCH BASIN REVISION JRW OBP 08/25/20 S 2ND ST WE L L S A V E S GENERAL NOTES CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SD.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 44 16125 HIPUL-STP 9917 (034) DEC 2019 11944 KPG WRE WRE KRS JF PLAN WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAINAGE PLAN & PROFILE STA 200+50 TO STA 205+00 PROFILE CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 WI L L I A M S A V E S BU R N E T T A V E S S 3RD ST GENERAL NOTES CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SD.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 45 16125 HIPUL-STP 9917 (034) DEC 2019 11945 KPG WRE WRE KRS JF PLAN WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAINAGE PLAN & PROFILE STA 296+00 TO STA 300+50 PROFILE CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 CHANGE ORDER #10: WATER & STORM REVISIONS AT 3RD/BURNETT JRW WRE 07/13/20 S 3RD ST WE L L S A V E S GENERAL NOTES CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SD.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 46 16125 HIPUL-STP 9917 (034) DEC 2019 11946 KPG WRE WRE KRS JF PLAN WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAINAGE PLAN & PROFILE STA 300+50 TO STA 305+00 PROFILE CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 GENERAL NOTES NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SD.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 DRAINAGE CROSSING PROFILES 47 16125 HIPUL-STP 9917 (034) DEC 2019 11947 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG WRE WRE KRS JF PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE CHANGE ORDER #20: STORM CATCH BASIN REVISION JRW OBP 08/25/20 GENERAL NOTES NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SD.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 DRAINAGE CROSSING PROFILES 48 16125 HIPUL-STP 9917 (034) DEC 2019 11948 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG WRE WRE KRS JF PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE CHANGE ORDER #10: WATER & STORM REVISIONS AT 3RD/BURNETT JRW WRE 07/13/20 CONSTRUCTION NOTES BU R N E T T A V E S WI L L I A M S A V E S S 2ND ST LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125WAT.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 WATER PLAN & PROFILE STA 196+00 TO STA 200+50 49 16125 HIPUL-STP 9917 (034) DEC 2019 12349 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG WRE WRE KRS JF PLAN GENERAL WATER NOTES PROFILE FIELD DIRECTIVE NO. 73 - WATER REVISIONS WILLIAMS TO BURNETT CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 FIELD DIRECTIVE - WATER REVISION (DELETED THIS SHEET 04/19/21)JRW WRE 11/10/20 KS WRE 04/19/21 FIELD DIRECTIVE NO. 73 - WATER REVISIONS WILLIAMS TO BURNETT ***REVISED***KS WRE 05/12/21 WE L L S A V E S S 2ND ST CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125WAT.dwg BID DOCUMENT Public Works Department CITY OF RENTON REGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R A L I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 50 16125 HIPUL-STP 9917 (034) DEC 2019 12350 KPG WRE WRE KRS PLAN PROFILE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT WATER PLAN & PROFILE STA 200+50 TO STA 205+00JF GENERAL WATER NOTES PROFILE CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 FIELD DIRECTIVE - WATER REVISION JRW WRE 11/10/20 S 3RD ST BU R N E T T A V E S WI L L I A M S A V E S CONSTRUCTION NOTES LEGEND STA -0+10 TO STA 0+40 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125WAT.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 51 16125 HIPUL-STP 9917 (034) DEC 2019 12351 KPG WRE WRE KRS PROFILE PLAN PROFILEPROFILE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT WATER PLAN & PROFILE STA 296+00 TO STA 300+50JF GENERAL WATER NOTES CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 PROFILE CHANGE ORDER #10: WATER & STORM REVISIONS AT 3RD/BURNETT JRW WRE 07/10/20 PROFILE FIELD DIRECTIVE #31: WATER REVISIONS ON 3RD STREET AT WILLIAMS & WELLS WRE WRE 12/14/20 S 3RD ST WE L L S A V E S CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125WAT.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 52 16125 HIPUL-STP 9917 (034) DEC 2019 12352 KPG WRE WRE KRS PROFILE PLAN PROFILEPROFILE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT WATER PLAN & PROFILE STA 300+50 TO STA 305+00JF GENERAL WATER NOTES CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 REVISION: WATER LINE REMOVAL WELLS AVE S JRW OBP 08/26/20 PROFILE REMOVED FIELD DIRECTIVE #31: WATER REVISIONS ON 3RD STREET AT WILLIAMS & WELLS WRE WRE 12/14/20 GENERAL NOTESriCO;CONNECTION 3ASTA 200+10.22. 1.49' RT 12” X 12’ TAPPING TEE (a) W/ THRUST BLOCK 12” TAPPING GATE VALVE (FLxMJ) cn ■ ■053 o SEE GENERAL WATER NOTES SHEET 53.r iJ iD* ne^5 {——STA 93+68.46. 16.82’ RT rf^1- S' 90' BEND (MJ) ROTATED DOWN !(K1- 6’ SOLID LONG SLEEVE COUPLING (MJ) 3Mf^-Cl- 6’ GV (MJ) W ■ a_6‘ DIP SPOOL (LENGTH AS NEEDED) l NOTE: CONTRACTOR SHAH COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN(S). 0 Ws "/-CONNECTION 2-6 s S 2ND ST 2)0 STA 93488.46, 10.26' RT■I w 1 - 12” X 12” X 6” TEE (FLxFLxMJ) ROTATED UP M - 12” GATE VALVE (FLxMJ) - 12” END CAP (a) WITH THRUST BLOCK ^ 6" DIP SPOOL (LENGTH AS NEEDED) y tm12' W|l 12" W~& o/Vi 7~v\'7 0/ /ViS u/';3V|f/z ovc.7-'- SD'4 1 * i □ \ STA 200+10.18, 4.46' RT ^12" X 12” TAPPING TEE (a) V^W/ THRUST BLOCK -.12" TAPPING GATE VALVE (FLxMJ) V 466" DIA SPU Crr WATER MAIN B? QJp¥V C/5m7BTMA ,*H 264 FA UJI>I 5 ' -<: <7 COCONNECTION 2 DETAIL ■S' IRON (TV?)«-6” GVo-S 2ND ST & WILLIAMS AVE S SEE PUN 4 PROFILE SHEET 49 AND SEE DETAILS THIS SHEET 4LU- V \6" Ws ■»5 , - ; o o gt5 ,S£,^ STA 93+49.04, 10.29' RT 4-1- 12’ LONG SLEEVE COUPUNG (MJxMJ) 12" DIP SPOOL (LENGTH AS NEEDED) LXai rZZS&Sfat-—L------------ ------------- 3t 6" W .•••ABANDONEDCONNECTION 3 \ p 12" W4W--3 W/FG^4 ■r T f-6’ GV 12’ WCD12” GV66” W12” GV -----¥t¥/¥, W-rr^-w 6” GVCL W 6” W w- ir12” W STA 203+10.SQ, 4,22’ RT 1 - 12" TEE (MJ X a) W/ THRUST BLOCK 2-12” TAPPING GATE VALVE (axMJ) I 8” GVssW6" W66" W 0 ■y 8” W <■/s t 8" WABANDONEDs 12” GV•w 2( !3H 12" W44-■3w -£>~12" GV u. =1c_r 6 $W IW■ - w 12" W 8” w3 66” OIA SPU WATER MAIN 12” GV.CONNEXION 4ZE z ~ZZ7~7T7<c CM CM ±D-B CONNECTION 4 EXISTING CONDITIONCONNECTION 3 & 3A EXISTING CONDITIONCONNECTION 3, 3A & CONNECTION 4 DETAIL NTSNTSO CM S 2ND ST 4 WELLS AVE S SEE PUN 4 PROFILE SHEET 50 AND SEE DETAILS THIS SHEET O CM CM CONNECTION 2 EXISTING CONDITIONcn NTS~o Q : c EX 12” MAIN EX 6’ MAINLO EX 12” MAINCM CO NEW 12" MAIN EX 12" MAINO FINAL CONNECTION BY CITY FORCES 12” SLEEVE (MJ X MJ) VERTICAL CROSS PER COR STANDARD PUN NO. 300.6 czo NEW 12" MAINoA FINAL CONNECTION BY CITY FORCES VERTICAL CROSS PER COR STANDARD PUN NO. 300.6 Cn C -M- *3 O M+o VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6 FINAL CONNECTION BY CITY FORCES 12” SLEEVE (MJ X MJ) VERTICAL CROSS PER COR STANDARD PUN NO. 300.6 NEW 12” MAINFINAL CONNECTION BY CITY FORCES VI \O M /VERTICAL CROSS PER COR STANDARD PUN NO. 300.6---------------- O '<r> NEW 12" MAINCD \ o C_3 EX 12" MAINCO:FINAL CONNECTION BY CITY FORCES-NEW 12” MAINC (5A) EX 6" MAIN (6) EX 12” MAINEX 12” MAIN ~U O CD I LO CONNECTION 2 CONSTRUCTION COORDINATION CONNECTION 4 CONSTRUCTION COORDINATIONCONNECTION 3A CONSTRUCTION COORDINATIONCONNECTION 3 CONSTRUCTION COORDINATIONCM to SEE COR STANDARD PUN NO. 300.1 FOR ADDITIONAL CONNECTION DETAILS SEE COR STANDARD PUN NO. 300.2 FOR ADDITIONAL CONNECTION DETAILSSEE COR STANDARD PUN NO. 300.5 FOR ADDITIONAL CONNECTION DETAILS SEE COR STANDARD PUN NO. 300.5 FOR ADDITIONAL CONNECTION DETAILS o 54SURVEYED: KPG DRAWN BY: JBW DESIGN BY: WRE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONc-mazv BID PROJECT NO. 16125 ; HIPUL-STP 9917Interdisciplinary Design 3131 £W A* Soft 400 Seattle, WA98121 (206)268-1640 tn Public Works Departmento25C2J6ftnonAve Tarama,WASWt2 1253)627-0720 wwi^ooffl FED AID NO (034)DOCUMENT tCHECK BY: KRS V WATER DETAILSn/pR CONSTRUCTIONO*DATE:DEC 2019API,jT*T w/4>CtC PROJMGR: ^JF.Cl %yN SHEET NO. 54 OF 119BY.DATE❖FILE: 16125WAT_DET.dwgMLDATEBY APPREVISION DESCRIPTIONNUMBER S 3RD ST WI L L I A M S A V E S S 3RD ST WE L L S A V E S GENERAL NOTES NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125WAT_DET.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETAT S ER N E P R F O E NNALIO E S IGS 45211 WILL I A M R. ED R A L I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 CONNECTION 5 & 5A DETAIL CONNECTION 5 & 5A EXISTING CONDITION CONNECTION 5 CONSTRUCTION COORDINATION WATER DETAILS 55 16125 HIPUL-STP 9917 (034) DEC 2019 11955 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JRW WRE KRS JF CONNECTION 6 & 6A DETAIL CONNECTION 6 & 6A EXISTING CONDITION CONNECTION 6 CONSTRUCTION COORDINATION CONNECTION 5A & 6A CONSTRUCTION COORDINATION NOT USED DETAIL REMOVED REVISION: WATER LINE REMOVAL WELLS AVE S JRW OBP 08/26/20 <L S 2ND STREET t S 3RD STREET FINISH GROUND4.50'5’5.5'8.75’ RNISH GROUNDr!sV-NS.N^XSvS;v^.'C^.V’Ix''Xv-vSN\\\ V,\v.. Vv\w^ w\\\w\\vCvS!]\^SN<N>tVNV-:vv\\|.\vxx\"v.V SWVWvAWWWvXWC\\V^\\VnN\’-A\\'-\VA\\V.':X'-'xx'vA-X Vv <Sn\y-.v 36’ MIN 12”—90‘ BEND (MJ)44" (G16)I 12" GATE VALVE (MJ) ± 63" M4.00’-5.00' ± 76”(Vrvi II m& 67" (R44)-WILUAMS 66" (R72)-WELLS-± 80"6.70-7.10’/ '5^~—l - 12" SO fP^C900T /I ±15"i5.00’Bi 2" GAS WITH 6" CASING (TO BE RELOCATED) 4.00’Txa/\x//\In \//12"SS (PVC-C900)\o ±1.75' /e\I 12" TEE (MJ) CONNECT TO EXISTING 12” EAST-WEST WATER MAIN 12" RESTRAINED JOINT DIP l/a \\ro O \/i /\\/7.89’\ \/CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT\66" SPU WATER MAIN51.5" SPU WATER MAIN/\s 66” SPU WATER MAIN S 3RD STREET WATER INSTALLATION (CROSS SECTION LOOKING WEST) AT WILLIAMS AVE S Sc S 3RD STREET AT WELLS AVE S Sc S 3RD STREET12" RESTRAINED JOINT DUCTILE IRON PIPE NTS <c rO CSJ O S 2ND ST ■ WATER & SEWER UTILITY CLEARANCESCM O CM CROSS SECTION FROM WILLIAMS AVE S TO BURNETT AVE S NTS CM cn ■a LlJ O ty iyi cn LD CM BACKFILL PER TYPICAL UTILITY TRENCH SECTION DETAIL, SEE SHEET 8 LD O T o mcn 5 o a NScn s X VMXFCIS.\\CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT AS SHOWN ON PLANS AND DETAILS ,o v .v12”W /6" i \07 '■\\\wo I V >\-■fsVS£o UNDISTURBED SOILS TD a OJ I lo CONTROL DENSITY FILL PIPE ENCASEMENTCM LD FOR WATER k SANITARY SEWER UT1UTY SEPARATION NTSo SURVEYED: KPG DRAWN BY: WRE DESIGN 8Y: WRE CHECK BY: KRS PROJMGR: JF FILE: 16125SS_DET.dwg 56R fVt WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONMcc: BID P RO J ECT NO 16125 HIPUL-STP991? cn Interdisciplinary Design 313! EMAys 2502 Jufow Ay* Suite 400 Tacoma, WA 98402 Seafltf, V/AS8121 [253)627-0720 (206) 2S6P1640 Public Works Departmento FED AID NO [034)DOCUMENTo WATER DETAILSo > /a%APPI Q.FOR CONSTRUCTION DATE: SHEET NO 56 OF 119 DEC 2019*/Q_ Vaa,'t2s?BY DATE* DATEREVISION DESCRIPTION BY APPNUMBER ULl Hr "I----1 =1i11723‘;' = / R U 38 39 u-.U -2 E, 12" CONC 4 JJ~5. METRO SCYC* TOO QCEP TO MEASURE e a r-IE <1 GENERAL NOTESm ■ ■uSTCR I------o ■Dtxlo Wt2 REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. PIPES LABaED ”SS” SHALL BE PVC SANITARY SEWER PIPE. 1.to I5SMN 11722 Ito ir./ iS40 I 2./e :!.l S.E-W 9 CL 12" CONC ' F/ -fyp. II'- Ufa. £1 3.SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN:sL o 405.to "J o1 a »3 4.STAUON/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. CONTRACTOR TO PERFORM ALL REPAIRS IN EXISTING SANITARY SEWER MAIN PRIOR TO INSTALLING CURED IN PLACE PIPE (CIPP) LINING. I„U VLU I tnAI Q-1'ISSMH .12322 y / «U 38?3 Y' IE 32.0 S.E-N @ CL 12" CONC V _co ■ ai!5.M m+ in\ h rm — 'A\ ■—L^vl -rtfP -V ■~TIFvP\\\"OF a!COr Hrii \X2-oto CONSTRUCTION NOTESin. I :ri8-1—®r —8 £\GYr oTA -Tp-I <£>7 o ^T) REMOVE EXISTING SANITARY SEWER PIPE.I HV 3 04Grvr=£=t¥° i— c -G.£cmTW'm GT12" PVC - C900 CONNECT NEW SANITARY SEWER PIPE TO EXISTING MANHOLE. RE-CHANNEL MANHOLE. INSTALL CURED IN PLACE PIPE UNING IN EXISTING 12" CLAY SANITARY SEWER MAIN AND THROUGH REPAIRED PIPE SECTIONS PER PROJECT SPECIFICATIONS. ti-----7T77—,'.i ii ZZZZZZZkZ-. ^~ZfranEj 4.wm :ZZ7!rz SE asososoVi Oww<Vi*W |S ■<z>I 9 ADJUST EXISTING SANITARY SEWER MANHOLE TO GRADE.■>*i FUJvrrrJtti mrrTt■ rfYr-mwt'TT9TtTuo'//\CONTRACTOR TO PREPARE AND SUBMIT A SEWER BYPASS PU\N FOR CITY APPROVAL FOR EACH SEWER MAIN SECTION IMPACTED BY CONSTRUCTION OF NEW PIPE OR CURE IN PLACE UNING. <z)■s\i !tn ■, gtn■:ayONC E/W; IB" CONC NW UJLU s<I<5TtnUtnoEi< H ^3 i :I p-a:sI 5i : 0CQ: rr llr-i kFI -i IV*’• PLAN w 600 10 20 40 SCALE IN FEET LEGEND7070< CM PROPOSED SANITARY SEWEREXIST SSMH EXIST SSMH " STA 196+95.98. +.35' LT T RIM +0,63 'IE IN 33,50 (i2"E) IE OUT 33 50 (12"V/J ■' 'EXIST SSMH EXIST SSMH "TSTA 197+05 55, 4.09’ LT. RIM 38 73 YE IN 32.00 (12”E) JE OUT 32.00 (12"NJ O CIPP UNING OF EXISTING SANITARY SEWERsCMO6060CN EXISTING SANITARY SEWERs r PROPOSED GROUND ... / AT CONSTRUCTION <t ss-----EXISTING SIDE SEWER------- SSCM EXISTING GROUND AT CONSTRUCTION $ CP 1t.///////£///////.L ABANDON EXISTING SEWER PIPE■O 5050CO CO lO CM CO oo 4040 o ....H K67o 290I....... • 1@ 0.0052 FT/FT ■ f-Vtn ........T" ILF 12" PVC - C90007 ...PI I 371“L J'o 3030IC3z±zx2e> ■i..F 4 ■-I4.NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. U!IfaJI—4 t-2020O&<& ■ &l....... “i d 'I..............I’"a>>27 C -o cMO .o. 3 E =3=gl oc Q_ .¥=l= .>1- ----------------------------------------- 1010#■si-o §■V2 tn 00 200+00 200+50199+00198+00197+00196+00i LD PROFILECM to 2 SURVEYED: KPG 57WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONMQLDRAWN BY: WREV BID PROJECT NO 16125 HIPUL-STP &917 oo Interdisciplinary Design 3131 EliottAve SLi!e400 Public. Wcirka Dcp.irtfT>en!DESIGN BY: WREo 2502 Jefferson Ave Tacoma, WA98402 (253)627-0720 www.kpg com FED AID NO <0341DOCUMENT71CHECK BY: KRS SEWER PLAN & PROFILE STA 196+00 TO STA 200+50 o \AlPPB&VS CONSTRUCTION DATE DEC 2019,4filQL Seattle, WA 96121:>Q-PROJMGR: JF ' r,rjAWl V*y■y SHEET NO 57 OF 119(206)286-1640 BY OATSF4SFILE: 16125SS,dwgBY APP DATEREVISION DESCRIPTIONNUMBER 7 7 S 2ND ST MA I N A V E S WE L L S A V E S BRO N S O N WAY S GENERAL NOTES CONSTRUCTION NOTES LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SS.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 58 16125 HIPUL-STP 9917 (034) DEC 2019 11958 KPG WRE WRE KRS JF PROFILE PLAN PROFILEPROFILE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SEWER PLAN & PROFILE STA 200+50 TO STA 205+00 CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 THITl IpSIGNAL HEAD ASSIGNMENTSGENERAL NOTES T|nMi1- ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSOGT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS. LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. A. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE HELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT UDS AND FRAMES. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURaY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12” OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 12. FOR CONSTRUCTION NOTES, WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTON SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE k ONE LINE DIAGRAM SEE SHEET 60. FOR TRAFFIC SIGNAL WIRING DIAGRAM SEE SHEET 61. 13. FOR FIBER OPTIC PUN SEE SHEET 76. 14. FOR TRENCH DETAIL SEE SHEET 8. 15. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PUN 135. I A.-INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE ”M” MOUNTING, MAST ARM MOUNT) I"IIIi:AAppa.I III III *---------1 T AI I1LIi0,2-I //Mi,a iiwmuif-AtT0,2-All I i ^~rR/W—II%•l0.1:I7 .A;'is;l IS I I v j_-Ii i'! XfS-00.2-PPB i ;'<#<© © ra I28^--1 £\4 -69 I -r*“i iPEDESTRIAN HEADS: # 28, 29, 48, 49 68, 69, 88 k 89 VEHICLE HEADS: # 21, 22, 61, 62, 81 k 82 TT - Ft■iI—I g:I f>\r:-G. _| A&16 3IT n * II A/I<$/f !lPHASE SEQUENCE DIAGRAM AAr.....iii Li82'I 831I0203 04 XI 'I111 IloNOTNOT□VDD :I!l!USEDcc USED JEVPE1Il-WV jT“TL61V I ~ Yl . I DCM11NOTNOT T\rCJDUSED oUSED4-/ Im t1 T 81on07 I05 II0i Ai1 AVEHICLE MOVEMENT tv-i A 'Jr-1 "V'21 1 I’8/rtr— PEDESTRIAN MOVEMENT -J,&■ -R/W--------ft/W----------------- -------------*—;---------—~Fiy --i SO.- P T ~NOTES;.. "ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5’ BACKPUTES WITH 1” YELLOW RETR0REFLECT1VE TAPE. MOUNTINGS SHALL BE PER SIGNAL POLE EQUIPMENT SCHEDULE, SHEET 60 (MATCH POLE COLOR). ALL SIGNAL HEAD HOUSINGS AND TUNNa VISORS SHALL BE YELLOW COLOR AND ALL BACKPUTES SHALL BE BUCK COLOR (FRONT) AND YELLOW COLOR (BACK) PER SPECIAL PROVISIONS. H!I f 1.A i ...Ai r f r11 EXt :B31► 82, ‘821^ -+•i\y 2020C. +00 201+00199+00 ► 81 ++rS 2ND ST 811SCC-ll IfI - TVtc> P "I ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH ”Z" CRATE VISORS, SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO UTEST ADOPTED MUTCD AND ADA REQUIREMENTS. MOUNTINGS SHALL BE PER SIGNAL POLE EQUIPMENT SCHEDULE, SHEET 60 (MATCH POLE COLOR). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR. SEE SPECIAL PROVISIONS. Cl!2.~w mins . -rv£X20 0 2JL i- -.81—LEGEND 63- SERVICE A ' CABINET ”Sr/3\ D■61 211 :DESCRIPTION DECORATIVE SIGNAL POLE WITH MAST ARM AND DECORATIVE LUMINAIRE TYPE PPB POLE WITH PUSHBUTTON ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE VEHICLE SIGNAL HEAD SPARE TENON PEDESTRIAN SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR VEHICLE DETECTION CAMERA EXISTING NEW ■fi/W fi,T \ ■:43;<y17 ■■I PPB 949Ad NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE. SEE SPECIAL PROVISIONS. 3.< lr —mmLO CN VIDEO DETECTION SCHEDULE \ n «o rEVPE SCHEDULEOo \IoCN -3o SGN SCHEDULE\LUCN##aPHASESPHASES>N <02VDA02A NTSCN L .j <n WHITE LETTERS ON GREEN BACKGROUND NOT USEDNOT USED VDBBCJ>ftCK \Williams Ave S“O 06VDC06C <MI'F\«o 08VDD08Do ui I------LO ©CDO ©WHITEDCN I I BACKGROUNDtoLl20C+00 D3-1 (18” x 108”) D3-1 (18” x 77”)II I^81 V 'WHITE BORDERoInfPTZ CAMERAO rfoII i 3AAA (noTRAFFIC SIGNAL MOUNTED SIGN TRAFFIC SIGNAL CONTROLLER CABIN ELECTRICAL SERVICE CABINET IRRIGATION CONTROLLER CABINET JUNCTION BOX TYPE 1, 2 k 8 SMALL CABLE VAULT a I]811 H3-i io M mno n EX111n c/1cr>EX121X1 [•l«lCTmmmo0-ii EX13oI IPT2Jo 1fQO' tn AA EX14 ©©© ©® © R6-1L (36” x 12”) N(i© /x“10o J !ID Vu t PPB'1-J .68 fNs* C/D /2 4893= %12 R6-1R (36’ x 12”)L R3-1 (24” x 24”) R3-2 (24” x 24”)4 6a Bad \A PLANstzsU2% >N^— p SSLp--o ©rjf NOTES: 1. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. 2. FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C-SERIES NUMERALS AND LETTERS. 3. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHAR BE PAINTED TO MATCH SIGNAL MAST ARM COLOR. A&.AA//Ia> I MVEHICLE VIDEO DETECTION ZONE CONDUIT SIGNAL POLE NOTE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE LUMINAIRE SCHEDULE NOTE (SEE SHEET 60 FOR LUMINAIRE SCHEDULE) j fjo/>: rI----------1 m N-o I 0_ Lo 10 20 40 60211l/W-SCALE IN FEET■fi/W-E 5 ro Io \NZ.J w I'6,o Zo I:A 48 I DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL SYSTEM SHALL BE REMOVED AND TEMPORARILY SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION UNTIL NEW SYSTEM IS OPERATIONAL. <u XT' Li I©:o II :I □ □ i /I 1LO 0 ACNJ 5• • ■ ¥CO • 1 J• • o SURVEYED; KPG 59AO ac-i.O WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NOCITY OF RENTONaiDRAWN BY: _JW. BID PROJECT NO 16125C/D Interdisciplinary Design 3131 Eloa Ave 12302 Jefferson Ave Sufc40Q T2COT4,WA98t32 Seaaie, WA96I21 (2531627-0720 (20$|286-1640 | wwvr.kpgan DESIGN BY: DE Public Works Department HIPUL-STP9917o W FED AID NO <0341'DOCUMENTCHECK BY: JC SIGNALIZATION & ILLUMINATION PLAN S 2ND ST & WILLIAMS AVE S o APPKCVt DATE: DEC 2019CONSTRUCTIONetc ■2miCLPROJMGR: _JF_y SHEET NO 59 OF 119DATEBY FILE: 16125SIG01.dwgBYAPRDATEREVISION DESCRIPTIONNUMBER 7**T1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••• •••• •••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••• •••• •••• S 2ND ST WE L L S A V E S LUMINAIRE SCHEDULE• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••• ••••••••••••••• PLAN SIGNALIZATION & ILLUMINATION PLAN S 2ND ST & WELLS AVE S 62 16125 HIPUL-STP 9917 (034) DEC 2019 11962 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JW DE JC JF NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIG02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIG02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 LEGEND DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL SYSTEM SHALL BE REMOVED AND TEMPORARILY SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, UNTIL NEW SYSTEM IS OPERATIONAL. SIGN SCHEDULE ONE WAY ONE WAY SIGNAL HEAD ASSIGNMENTS EVPE SCHEDULE PHASE SEQUENCE DIAGRAM SCHEDULE VIDEO DETECTION GENERAL NOTES CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • WI L L I A M S A V E S S 3RD ST SINGAL POLE SCHEDULE ••••••••••• • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIG03.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 SIGNALIZATION & ILLUMINATION PLAN S 3RD ST & WILLIAMS AVE S 65 16125 HIPUL-STP 9917 (034) DEC 2019 11965 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JW DE JC JF PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIG03.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL SYSTEM SHALL BE REMOVED AND TEMPORARILY SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, UNTIL NEW SYSTEM IS OPERATIONAL. SIGN SCHEDULE ONE WAY ONE WAY SIGNAL HEAD ASSIGNMENTS EVPE SCHEDULE PHASE SEQUENCE DIAGRAM SCHEDULE VIDEO DETECTION GENERAL NOTES LEGEND CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••••••••••••••••••••••S 3RD ST WE L L S A V E S SINGAL POLE SCHEDULE • • • • • • • • • • • • NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIG04.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 SIGNALIZATION & ILLUMINATION PLAN S 3RD ST & WELLS AVE S 68 16125 HIPUL-STP 9917 (034) DEC 2019 11968 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JW DE JC JF NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIG04.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 PLAN DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL SYSTEM SHALL BE REMOVED AND TEMPORARILY SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, UNTIL NEW SYSTEM IS OPERATIONAL. SIGN SCHEDULE ONE WAY ONE WAY SIGNAL HEAD ASSIGNMENTS EVPE SCHEDULE PHASE SEQUENCE DIAGRAM SCHEDULE VIDEO DETECTION GENERAL NOTES LEGEND CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 SIGNAL STANDARD DETAIL CHART WILLIAMS AVE S & S 2ND ST WELLS AVE S & S 2ND ST WILLIAMS AVE S & S 3RD ST WELLS AVE S & S 3RD ST NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125SIGPOLE.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design REGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C IGANI K 12 - 2 7 - 2 0 1 9 SIGNAL POLE SPECIFICATIONS 73 16125 HIPUL-STP 9917 (034) DEC 2019 11973 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JW DE JC JF S 2ND ST WE L L S A V E S NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125ITS02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 FIBER OPTIC PLAN S 2ND ST & WELLS AVE S 77 16125 HIPUL-STP 9917 (034) DEC 2019 11977 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JW DE JC JF PLAN LEGEND CONSTRUCTION NOTES GENERAL NOTES WIRE NOTES CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125ITS02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 12 - 2 7 - 2 0 1 9 FIBER OPTIC PLAN S 3RD ST & WILLIAMS AVE S 78 16125 HIPUL-STP 9917 (034) DEC 2019 11978 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JW DE JC JF PLAN S 3RD ST WI L L I A M S A V E S CONSTRUCTION NOTES GENERAL NOTES LEGEND WIRE NOTES GENERAL NOTES (CONTINUED) CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 CONSTRUCTION NOTES S 2ND ST WE L L S A V E S CONCRETE BLOCKOUT SCHEDULE WASTE RECEPTACLE SCHEDULE BENCH SCHEDULE BIKE RACK SCHEDULE GENERAL NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125URB01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT PN TF TF KPG 81 119 DEC 2019 HIPUL-STP 9917 (034) 16125 81 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 2ND ST & WELLS AVE S URBAN DESIGN PLAN JF GENERAL NOTES CONSTRUCTION NOTES WI L L I A M S A V E S S 3RD ST CONCRETE BLOCKOUT SCHEDULE BENCH SCHEDULE WASTE RECEPTACLE SCHEDULE BIKE RACK SCHEDULE PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125URB01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT PN TF TF KPG 82 119 DEC 2019 HIPUL-STP 9917 (034) 16125 82 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WILLIAMS AVE S URBAN DESIGN PLAN JF GENERAL NOTES CONSTRUCTION NOTES S 3RD ST WE L L S A V E S CONCRETE BLOCKOUT SCHEDULE WASTE RECEPTACLE SCHEDULE BIKE RACK SCHEDULE BENCH SCHEDULE TREE GRATE SCHEDULE PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125URB01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT PN TF TF KPG 83 119 DEC 2019 HIPUL-STP 9917 (034) 16125 83 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WELLS AVE S URBAN DESIGN PLAN JF EXPANSION JOINT DETAIL NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125URB_DET.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIB S O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT URBAN DESIGN DETAILS 84 16125 HIPUL-STP 9917 (034) DEC 2019 11984 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF TF PN JF SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1 DETAIL SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 2 DETAIL SURFACE MOUNT DETAIL ARCHITECTURAL SCORE JOINT DETAIL TREE GRATE DETAIL SCORED COLORED CEMENT CONCRETE CROSSWALK PAVEMENT DETAIL SCORED CEMENT CONCRETE SIDEWALK AND TRANSITION BAND DETAIL URBAN DESIGN DETAILS 85 16125 HIPUL-STP 9917 (034) DEC 2019 11985 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF TF PN JF NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125URB_DET.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIB S O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT LANDSCAPE STRIP FENCING DETAIL WI L L I A M S A V E S S 2ND ST CONSTRUCTION NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125LS01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT LANDSCAPE PLAN S 2ND ST & WILLIAMS AVE S 86 16125 HIPUL-STP 9917 (034) DEC 2019 11986 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF TF LG JF SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES 2.5" Cascade Red Mtn Ash 2.5" Cascade Red Mtn Ash 1.5" Spring Flurry Serviceberry 1.5" Spring Flurry Serviceberry 2.5" Zelkova City Sprite 2.5" Tupelo2.5" Tupelo CONSTRUCTION NOTES S 2ND ST WE L L S A V E S PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125LS01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT LG TF TF KPG 87 119 DEC 2019 HIPUL-STP 9917 (034) 16125 87WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 2ND ST & WELLS AVE S LANDSCAPE PLAN JF SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES 2.5" Cascade Red Mtn Ash 2.5" Cascade Red Mtn Ash 2.5" Tupelo CONSTRUCTION NOTES WI L L I A M S A V E S S 3RD ST PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125LS01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT LG TF TF KPG 88 119 DEC 2019 HIPUL-STP 9917 (034) 16125 88 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WILLIAMS AVE S LANDSCAPE PLAN JF SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES 1.5" Spring Flurry Serviceberry 2.5" Parrotia 2.5" Parrotia 2.5" Parrotia 2.5" Tupelo 2.5" Tupelo CONSTRUCTION NOTES S 3RD ST WE L L S A V E S PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125LS01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT LG TF TF KPG 89 119 DEC 2019 HIPUL-STP 9917 (034) 16125 89WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT S 3RD ST & WELLS AVE S LANDSCAPE PLAN JF SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES 2.5" Parrotia 2.5" Parrotia2.5" Parrotia 2.5" Parrotia 2.5" Tupelo2.5" Tupelo 2.5" Tupelo 2.5" Tupelo2.5" Tupelo GENERAL NOTES TREE PLANTING NOTES TREE PROTECTION NOTES NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125LS_DET.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIB S O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT LANDSCAPE DETAILS 90 16125 HIPUL-STP 9917 (034) DEC 2019 11990 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF TF LG JF PLANT SCHEDULE TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL TYPICAL DECIDUOUS TREE PLANTING DETAIL TREE PROTECTION DETAIL TYPICAL ROOT BARRIER DETAIL TYPICAL 5X5 TREE GRATE PLANTING DETAIL WI L L I A M S A V E S S 2ND ST CONSTRUCTION NOTES IRRIGATION LEGEND PIPE SIZE CHART PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT IRRIGATION PLAN SPRAY-S 2ND ST & WILLIAMS AVE S 91 16125 HIPUL-STP 9917 (034) DEC 2019 12391 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF LG LG JF SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 92 FOR CORRESPONDING DRIP IRRIGATION WI L L I A M S A V E S S 2ND ST PIPE SIZE CHART DRIP IRRIGATION LEGEND BUBBLER IRRIGATION LEGEND CONSTRUCTION NOTES NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT IRRIGATION PLAN DRIP-S 2ND ST & WILLIAMS AVE S 92 16125 HIPUL-STP 9917 (034) DEC 2019 12392 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF LG LG JF SEE SHEETS 99 AND 100 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 91 FOR CORRESPONDING SPRAY IRRIGATION PLAN S 2ND ST WE L L S A V E S IRRIGATION LEGEND PIPE SIZE CHART CONSTRUCTION NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT LG LG TF KPG 93 123 DEC 2019 HIPUL-STP 9917 (034) 16125 93 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SPRAY-S 2ND ST & WELLS AVE S IRRIGATION PLAN JF SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 94 FOR CORRESPONDING DRIP IRRIGATION CONSTRUCTION NOTES S 2ND ST WE L L S A V E S IRRIGATION LEGEND PIPE SIZE CHART DRIP IRRIGATION LEGEND BUBBLER IRRIGATION LEGEND PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT LG LG TF KPG 94 123 DEC 2019 HIPUL-STP 9917 (034) 16125 94 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRIP- S 2ND ST & WELLS AVE S IRRIGATION PLAN JF SEE SHEETS 99 AND 100 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 93 FOR CORRESPONDING SPRAY IRRIGATION CONSTRUCTION NOTES WI L L I A M S A V E S S 3RD ST IRRIGATION LEGEND PIPE SIZE CHART PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT LG LG TF KPG 95 123 DEC 2019 HIPUL-STP 9917 (034) 16125 95 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SPRAY-S 3RD ST & WILLIAMS AVE S IRRIGATION PLAN JF SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 96 FOR CORRESPONDING DRIP IRRIGATION CONSTRUCTION NOTES WI L L I A M S A V E S S 3RD ST IRRIGATION LEGEND PIPE SIZE CHART DRIP IRRIGATION LEGEND BUBBLER IRRIGATION LEGEND PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT LG LG TF KPG 96 123 DEC 2019 HIPUL-STP 9917 (034) 16125 96 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRIP- S 3RD ST & WILLIAMS AVE S IRRIGATION PLAN JF SEE SHEETS 99 AND 100 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 95 FOR CORRESPONDING SPRAY IRRIGATION CONSTRUCTION NOTES S 3RD ST WE L L S A V E S IRRIGATION LEGEND PIPE SIZE CHART PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT LG LG TF KPG 97 123 DEC 2019 HIPUL-STP 9917 (034) 16125 97 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SPRAY-S 3RD ST & WELLS AVE S IRRIGATION PLAN JF SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 98 FOR CORRESPONDING DRIP IRRIGATION CONSTRUCTION NOTES S 3RD ST WE L L S A V E S IRRIGATION LEGEND PIPE SIZE CHART DRIP IRRIGATION LEGEND BUBBLER IRRIGATION LEGEND NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR02.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 E L I Z A B E T H GIBS O N N O . 538 EXP. 0 8 /1 6 /2 0 22 ST A T E O F W A SHI N G T O N L A N D S CA P E A R C H I T E CT LG LG TF KPG 98 123 DEC 2019 HIPUL-STP 9917 (034) 16125 98 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRIP- S 3RD ST & WELLS AVE S IRRIGATION PLAN JF SEE SHEETS 99 AND 100 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES SEE SHEET 97 FOR CORRESPONDING SPRAY IRRIGATION PLAN GENERAL NOTES NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR_DET.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIB S O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT IRRIGATION DETAILS 99 16125 HIPUL-STP 9917 (034) DEC 2019 11999 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF LG LG JF IRRIGATION SCHEDULE AUTOMATIC CONTROL VALVE TYPICAL SWING JOINT CONTROL WIRE BUNDLE INSTALLATION DRIP ACCESS VALVE BOX IN PAVEMENT FOR CONNECTION TO LUMINAIRE POLEDRIP CONTROL VALVE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125IRR_DET.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 EL I Z A B E T H GIB S O N N O . 538 EXP. 0 8 /1 6 /2 0 20 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T E CT IRRIGATION DETAILS 100 16125 HIPUL-STP 9917 (034) DEC 2019 119100 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG TF LG LG JF DETAIL DOUBLE CHECK VALVE ASSEMBLY TYPICAL POINT OF CONNECTION ASSEMBLY QUICK COUPLING VALVE/ TRIPLE SWING JOINTFLOOD BUBBLER ASSEMBLY MANUAL SHUT OFF VALVE CHANNELIZATION NOTES GENERAL NOTES • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• S 3 R D S T WILLIAMS AVE S LEGEND SIGN SCHEDULE JF OBP JRW JRW KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 104 119 DEC 2019 HIPUL-STP 9917 (034) 16125 104 STA 28+50 TO STA 33+00 CHANNELIZATION & SIGNING PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125CHAN01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N I HSAWFOETATS ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 PLAN CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• WELLS AVE S CHANNELIZATION NOTES GENERAL NOTES LEGEND SIGN SCHEDULE SIGN SCHEDULE •••••••••••••••• • • • • • • • • • • • • •••••••••••••••••••• • • • • • • • • • • • • • • S 3 R D S T PLAN JF OBP JRW JRW KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 112 119 DEC 2019 HIPUL-STP 9917 (034) 16125 112 STA 86+50 TO STA 91+00 CHANNELIZATION & SIGNING PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125CHAN03.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETAT S ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 CHANNELIZATION NOTES GENERAL NOTES ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • WELLS AVE S S 2 N D S T SIGN SCHEDULE SIGN SCHEDULE LEGEND ••••••••••••••••••••••••••••• JF OBP JRW JRW KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 113 119 DEC 2019 HIPUL-STP 9917 (034) 16125 113 STA 91+00 TO STA 95+50 CHANNELIZATION & SIGNING PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125CHAN04.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design R EGIST E R E D N O T G N IHSAWFOETAT S ER N E P R F O E NNALIO E S IGS 41380 OLI V I A B . PARA S C H I V 12 - 2 7 - 2 0 1 9 PLAN CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• H O U S E R W A Y S WILLIAMS AVE S STA 0+00 TO STA 1+86 GENERAL NOTESGENERAL NOTES CONSTRUCTION NOTES LEGEND GENERAL DRAINAGE NOTESGENERAL DRAINAGE NOTES STA 0+25 TO STA 1+00 PLAN DRAINAGE PLAN & PROFILE HOUSER WAY S & WILLIAMS AVE S 120 16125 DEC 2019 123120 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JF PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125_BNSF_PPR.dwg BID DOCUMENT Public Works Department CITY OF RENTON REGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R A L I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 12" CASING PROFILE STA 0+00 TO STA 1+14 GENERAL NOTES CONSTRUCTION NOTES LEGEND GENERAL DRAINAGE NOTES ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• WELLS AVE S H O U S E R W A Y S PROFILE PLAN DRAINAGE PLAN & PROFILE HOUSER WAY S & WELLS AVE S 121 16125 DEC 2019 123121 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JF 12" CASING PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125_BNSF_PPR.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 STA 0+00 TO STA 0+56 STA 0+00 TO STA 0+50 STA 0+00 TO STA 0+42STA 0+00 TO STA 0+52 STA 0+00 TO STA 0+40STA 0+00 TO STA 0+49 PROFILE DRAINAGE CROSSING PROFILES 122 16125 DEC 2019 123122 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JF PROFILE PROFILE PROFILE - CB#1 TO CB#4 - CB#2 TO CB#5 - CB#7 TO CB#10 - CB#8 TO CB#11 SHALLOW CONCRETE INLET PROFILE - CB#3 TO CB#6 PROFILE - CB#9 TO CB#12 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125_BNSF_PPR.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETATS ER N E P R F O E NNALIO E S IGS 45211 WIL L I A M R. ED R AL I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 GENERAL NOTES CONSTRUCTION NOTES LEGEND H O U S E R W A Y S WILLIAMS AVE S WATER PLAN & PROFILE HOUSER WAY S & WILLIAMS AVE S 123 16125 HIPUL-STP 9917 (034) DEC 2019 123123 WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT KPG JF PLAN PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125_BNSFW2_WTR.dwg BID DOCUMENT Public Works Department CITY OF RENTON R EGIST E R E D N O T G N IHSAWFOETAT S ER N E P R F O E NNALIO E S IGS 45211 WILL I A M R. ED R A L I N 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design 12 - 2 7 - 2 0 1 9 END CAP (MJ), SHACKLE ROD & DEADMAN ANCHOR THRUST BLOCK