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HomeMy WebLinkAboutCP2129 - AS BUILT PLANSCITY OF AUBURN NG & PIERCE COUNTIES, WASHINGTON RN WAY S SOUTH SIDE SIDEWALK PROJECT NO. CP2129 CONTRACT NO. 23-02 DRAWING INDEX SHEET DRAWING OESCWPTION THESE DRAVANGS CONFORM TO THE CONTRACTOR L CO1109 INSPEMP PROJECT MW, AOEP t,TtyP OATS PgNECT COMPLETE 04 &24 + OIrYQ LI T VICINITY MAP O Nancy Backus Jacob Sweating, P.E. WAStONCfON SCALE r= Mayor City Engineer PUBLIC WORKS DEPARTMENT Ingrid Gaub, P.E. Seth Wickstrom, P.E. Fos 25 West Main Street Auburn, Washington p, hHn wn&n nlrontnr prnlont Prnlnoor WATERS'SIX SIGNPLIIATICN SYMBOLS ABBREVIATIONS LINETYPES Ems. Pew DIVA rE a.w[xr �, cnsr cav ocscxicrwx "c ASPHLTrn n uw xwu<m MALAWI eGU.� ❑^O 0� .a ASPHALT GROWERS uFc NOTAPDPOJIH ='PcFrtan�Gc MUST¢LBO uu'.E urzcrcn M DILLO PONTxr PA Norunwnsrt MUNG ixsxrryoEw.v wAm DIRECTOR uwox APPROXIMATE xm NORTH MORGAN WTUu .. .......X .... ONE ® ® u onmu ADOPT ARECURRY NOT NO STEPHEN IBM A 6 8 a B m • Y 0 WHEN lnr[ T n nil FORCEGREEK ma cpwiE `1 BY MASS MISSOURI EMBOSS PROMOTION �� FRUIT W/ Ansmeuncon WE ALWARY "I N07 TO SCALE UNIONIST ROD ® 9 VERMONT WAGES FOR PROSECUTOR! ENTIRE HOUT AGE AMEN OF UK NORTHDAYST GASm PWATURE DRAFT INTROSTNECT WALL MARC VOW GEN, Po ® ® SAGAMAL LOAD DEATHS OR SENCH MARK pM1WAXR/51gELIM 9 1 SEREET THEM FORMERLY BOND AN PUNT OF CORVATURE cl � ~� F NPaccr ENGINEER v xDIT" TION WMMY SAME x • mrrc awu NONE BOTTOM PK FAMIESSIONALEE a#F oiF rw"/"w:HHIZAI�EAL °01 PDT auercn N Nrt Cnw DECEMBER wo WAVE AM a"m HA UP CATCH B.sx Mr xwT x • sc DESTROYED rcxary TELL PCc PANT UP wxa Cue CAURI SERVE SONLL HEAD IBM CONE CEMENT CONCRETE PM PROPORTION, PUSH SUMON OUT (x NG »xl�MIND «FOOD POST OF ------_ _— _ _ __ _ pDIx ( n U. L cn. Culls, cH+EER PM cuxvxnM _____ HxuExr roaRu II HE wwNO v° w/MRGU INGCATOR a PEANUTS REs PMv _____________ UP KCT� PRESSURE TWA CITY OF BE PUMP STAFFS K AMONG TREST lxYM-0 W. IPLLy✓) C14NNEL ION SYMBOLS(pp�)•s-xnsHlxc BONN CUNNECT FEE PH CRT ANN ND EUSx ws REDUCINGVALUEsTnnw _ _ MY ALAlu OF PRE.mnPnrc BRANDS e vAADEBT c>tix PER PRE! vsmnc� M H[ vHa"LFOR PGRONDS PER SOURCE FOOT DInD aREAD SGj Ewsr siw euDECUMPTACMEC/rn vc K' Sn nc BOUNDARY MERGER (SIZE w ELENA SEES CRUSHED SPREADERS SAGE CAME FAM PUNT OF MUTUAL INTERCEPTOR Rncni TALENT cE(ACE IN WHED SANITPRYSTORM SEWER SYMBOLS wOsw^p m"m ExEs(cceDEMAIN NEW DOUBLE WREN WIT WE, ROAD —X- W— — X., W— WATER Ems. � DESCR L IIIIIIII IIIIIIII LEFT TURN ARRow CRON LOOP r MARKER xR. s B • s w T�NERE ABU RAISED mm ro R (SwAI MIT DRIVE FUND —BP— O O ARBITRARY DRAWN . .�.1 T {� LBREnTsmuxxFR�ow DOW DURABLE FOOD WAGES D wow RE U R WAY FORMER TITANISTAGESUM AN(xRE �) G o s .a DO ® ® B a I DNA. ` RMSO (SURGE "Pi01 COMPACT (BURIED) HI COUPON ORE mrtRxEACI 9 • (^� MANHOLEAIN •) AIB6 F�14 � EA EACH TURF In n m�axORE ROURIEM swu DRAIN CUM wr c c PROJECT NOTES' TARSEWER wnxaE MONUMENT (IN WY) _OMANBUDGET _ EX, •E lux dWMIjpFN LiIIjQ�f H LANE Ey W END Of AUGUST EDGE BE CRT 4C rs AND SPECIRUGAMNS GRUS POWERSTELEFHCNEDRAINSYMBOLS 0. l} SO SIGNAL RI�IrwP SYMBOL Ew SAW EMERGENCY xqE PR¢uPmH ss/f 5 ENT MURI IN IrpH¢ xxc E "TEST FLUOR wxHwPE IR ORE M SMALL THE WAR X D TYAPWAsASACHwED Br FCA w NCE COUPLING DEMANDS •A COPY SODE E MOwE EST STAINLESS SEEM APPLICABLE SETTLE WALL BE OF RI DURING CUMMUCTON WAR; WAGE ROUNDUP w WKING At.BLOW LINOLEUM GOTTEN P"M M1ME av o rtuM STAN SINGER COUP WIND 3 PRICE TO STARTING CMS�CF� ME CONTRACTOR AUL CALL ONE -CALL (ex) cm Fnun wunws o LATHE MARKERS TYPENG NSTRUCTON ME SYNDROME SHALL BE `ON/ G( TO CON — R HNGE Unuly PROLE LANE MANAGERS TYPE II E Rcor S'" S RESPANBRGNT. TO V AGENCY 0 oROTOR PRUE ANCHOR G SURVEY SYMBOLS SUCH WE xPEm..nM S B� E TERMINE THE` RUE DEPMS :ND LOCATIONS UNDE ROUND UNLESS TO AIDS VALRE BE SCUTHANST Ij B TELEPHONE uexwS pm PROP ASPHALTNASA HOT MIN B PRSUGGESTED CONSTRUCTION SEQUENCING PW'1 I COMPLETE SLAWITTALS GO LAOS LEAD HOME ORDER LOUIS LEAD FREAS NOTE SUBMITTALS ME APPROVED NO HIGH PRINT SAN TC,CPHWE MANFREDI COMPLETE SLAWITTALS PROP TRAPARARRY TRAFFIC (SENTEAR. PLANS NO WASTE FUND SURFACE FEATURESMNDBLPPING ' vu IS wxxAlM BE MEASURE SCHEDULE AND ATTEND AN ON-STE PRECAUSTRUCTION MEETING WITH A PLOT CONSTSEVEN MAN HIN HIGHWAY TV VESUCASION RUCTION WORK AT EMARINE w A.RI ex AUTEW NOPPMADON 5 TO NEARBY RESIDENTS ABOUT $DWINC x eex ➢DISH ®¢. li48@n o IS xcxjT ELEVATION up W �KKW In MIN FINE FIT DMIRREACM, UP UIREP, ROME AND DOE FIRST ULE WORDS AT LEAST IF *AMONG p -BR WIN. WORRY VLSI ARGUMENT (Ix APE)RUMOR° MITSUI SRW Ull. GUILTY A>wxro LAW T ewAPEEx vTE�WGrtEA�Rnnw TEiEECFBI AMPARD MAD SOONER ARM HITHEATER FRONT ANN DEEADa STENSOUeu"EBODnx xem w AUGwH WAY s cssv m ® AGREEMENT NDI sRATE OF "DEAL M G TH OF ARC MEN MERGE 40 90 WAR _ `$' • x NT 1`e(C) WAGON ss.wa A INSTALL NEW GU H IN MN PREPARE HRH NEW CURB AND GUTTER NSTUMLI OR AFGHAN WAY S AT I RED SHOWING USSR MOUNT AM ROGER 5 USUAL ALL RUTH MO GUTTER ON AUBURN WAY I IN A SINGLE GREG SHUT AND ALLOW THE CONCRETE j(- ME ((MILER) Aw A MORAL YIPPING WNrBRl POINTN EMITTING DIODE WEON CURE FEET 24-HDURS ADS LOCATOR m DEPARTMENT DVH NEW OATH RASIB 6wE SPENDS PANS BEREME DU CHINO ORE LTCH ANE E M SPACES INSTALL STEEL SHELTER ME IMMAPWTATW 6 USUAL REMAMING IMPROVEMENTS ON AUBURN WAY I SIGN NEW SIDEWALK THE aD Dull w.... E UP MAY POINT TRAFFIC SCHEDULE A WAL INSERTER ARM A MOST MPRHLNTATK As CLOSED TO DEFENDANT HIMICH (¢uHT cwaerq I DRUGS FRONT ORION UPGRADE mI MAXIMUM AN WAY FEW GAME z CLOSE "OWARD ROAR AND cwPLErt sM HEPARAncx. MSG. CEcmlcn AND SUGAR CEREBRAL WAS ® ® LYTcx (rRALEy 0— "`®°� KIDS COUNTY ARM PANEL �R Up MIAMI B INSTALL NEW SUMMER AND RAISED GpSCENT]< ON BOWAM ROAR F --T HxTM YAwIM . GIN DEAN Lv DDNS,RDDBGHRDREs�roT"o O O o O Y, MECHANICAL JINNI M.WE„ OWANDF,RO,ADAND EWMERw�;aNAUBURN WAY EMAL ARGUE BUT AS-BUILT —G!I DETIAL BO Hx MIAMI ivwEWRTMoAJUN AUBURN WAV S SOUTHSIDE SIDEWALK ;SP .AUBURN OWES s�aPw.x oniSETX WICI(STROMPEGENERAL NOTES & ABBREVIATIONS _ llaN - AUN WAY $OUM L5ft164L -BUR �� �~ 10,00 ��-- —_�-- �Sr T♦�T MON 1010-40Q, -`N mw'a R1O'uB 115+5e67 0977 r E 1298596 7820 PLAN score •-50 IJ xF ^B w � `1B 10) Up - --___ AUBURN WAY SOUTH (SR164) g `� — -� -� tl'J - 10 - Ailp 31iO1 DEW ♦s3 av501 3E� 3NW B51�701 a0� xerm mc� auB &� NTRBw z RE m es^_ %9zw AUBURN WAY SOUTH (SR164) .� SBB E[ xB+m —� MB +oo— —ti1%1�n1m -� ORION B] m�mmW PLAN NE score IN PEE] ON WIN owl IFININNICTIRENCHIPARKS MEANINGS STATEMENT xenurtn nw nr •mrs�mT. xnu ]r. BeOI RATNER] AND COORDIRARES FOR THIS u 1010-m3 TO THE S'em GORANVATION "s WNNTRM INUSTED FERNO ME BASED ON ONSS M THE NEARING FIRM Bo. WN BOAS OF CURANNIO $R�NT ON " ,BlB_BB, IN8I753 129WR=74 °°°° SAS -BUILT _BY ovvn� ivwiWci uBu R AUBURN WAY S SOUTHSIDE SIDEWALK Cpp1Ag i w „ AUBURN ;' � a *la. WJm� u Wrc F cue s om� • ALIGNMENT AND SURVEYCONTROL PLAN re..�i3w y S Ybtl CA101 g4 BETH%VCNSTROM, PE gem 0 OF N112 GENEAL NTES I PREsc PVE ENDING uoxux„rt "NO cw„ECKI If ENGINEER DETERP NOWEENIT CREATION CURB SEEN MAFFEI INSTALL HERE WERNMENRE AREA (GRY OF FACE \ \ ��\ `� - NCR sxVL \ BE REESPOAPPECEPREP P FORW PPRIUMERIC i Vunn TM OUrsiu m AUBURN Wv B Is 12 EEfTEN M4 m A M SM _ x IxG NP THE NEW WPB NO EMW ' Yrr avxA E 9quDw m DUE ATTENTION DOFF V V THE ENGINEER \ MEW \ _..c. - - • • ,' ' ' - � I DEMOLITION NOTES vrma 2 1*1 \ PC 1� v'wxT AND REMOVE EMI ASPHALT FICA Mwr. \ Q BEIIOH EXISTED CURB AND wTtm. DBt \ -� _ �i1xEa PAYING A. Im Qi PMOLE [ns,ryG WmDPLL \ AN AND SLLVMEE I' Q . - ] I, a Ao ]A DA PT AUBURNW "'• "• KRONE Ensnw srtatr Mar PONTaaE raxonnw sME,FGUND o D REEDUCATE EMTBE d BPog11 DD D, „,m t'Am RE RaND .- ,.uwm, xaNO xr -x W 0 W smG m„c aDEwwL 1 �. 12+t n. 4oEm r �vn'AT EroTmr wlsmG SBM ra,A4 w.n' n M], W, 2341 RI _E� _t]+J) Y. B'e.])' twx �' b m tar.m xm ® KMME MIDI LIE ry s"MAIN PCm �_ W. 22W Q BEUD.E Ezsmn wvxrAl CURB go, CAP ap 11500) 3to.Wx A m m ©P[MDLE EpsnW 9G1 AND Po]T. Y.... W A.m m ••••� PC m`�°W Eo APPROVE t].wl t,4C 4 -cacc £ © INSTALL teEAt i¢NUN w �'°^ _ 2 rssRt eRss T J,ro OCLW2L(DRI LMATOPM SESITE Mr�D BY Xws .w a.n25 NET - ' CU, LEGEND \Q\ �•�\ �_ I COME � PEMw.L PLAN ® REVERSED UNITS ® srar m E'- DUNxLACE a ANDWAL �a c EXIE ING DINE. TO SE BURNED I� CRT FEN CE UP) PLANDED ON rBEEPLBI,Lu ream ARM CUT UNE Im PAINT LINE RESEVAL _ o ___ CURB AND STICK RJUNIGNAL ' Si —__,MUM DE xa x -.. ,... AN -- ®-- ACCEPTABLE CURB RENHAVAL DCATCH BASIN IEAL E m.2 aRD„�mN, am CURB s,D BAN 10 4 N .Bo.a. v.o AUBURN WAV SOUTH (SR18f) �TV ry »wPC m CUP 0 . AD ii p . OD ]¢m PT xD.m . OD ]]m �� CUP A o T 5 GG �tr uOr UP, / }to1 7,AP SIDE IT m.mm, No m m ^2- xoODEFa y "wsw GAM s .ema, W Do at :atc BE 'W —- RIGHTyf A ,' mi a.a oom,1 ��M PLAN 5EµVK20 GET 10 0 OR PCWAVES IN FEET KEY M4P AS -BUILT ��„ N ppaECTM„ AUBURN WAY S SOUTHSIDE SIDEWALK 12M2 $ pnwl+ „;P a „l . �,lYlerA- xeD•m A� ` AUBURN BOUNCEDEST a SBNNre one is i. SITE PREPARATION AND TESC PLAN STA 11+00 TO 20+50 SETX WIIXSTROM.PE IS AD r a AT Qi wm/x s v.w AT IT 200 21,76, IN 20,7832, aura AUBURN v+m �� m 2u m 22.e0 2J+BI 2: ft v+n�x.a v+v.sz`.'xa.M xi w�a� VANN '\.. NNNSSR�a\\a\\o\asa\\�\s\w\m\\a\\aso\�\aOR 50 PIT SO 1� e NWI RH(SR18 ) i qm .ao.w zx sa AT NOTES, n.er AT G z+ 3 V 64 } {�{m z3 # xzs unE.„. 31W v+mw. a.53 m P r z29+N zz s3 m / w.szns xxw � GENERAL NOTES MIAMI NSTA.L HER MEADOW AN CRY OF GO ANSI FOR FOG WANNI 2 MANY NE OUNCE SOUTHERGAND ANE III ON AJOURN WAY S IS 12 FEET ANSI PRI TO SAW CUTTING MR THE HOW MRS AND DIFFER GARY OF THE ENGINEER DEMOLITION NOTE$ 4L SANCUT AND MOVE EMI ASPHALT Pe¢udT Q x. Q REDONE Emmc wARDRAL whEGI STREET MSEES wIw uDxT 5k iw AL MOTECT ms�„M ® Amxu PArcudT NORMAL GAME ® Uvrs OF a[wO AND DMwm —A— SON AgI SILT RIDGE TO SO PLAtED AN M5 OF RHO SAM CUT ME cum AND ROTOR MANCRAL ® CARONI MEAN mux WHInmemwr5 FDA TRAIN END v AS-BUILTWAX IN FEEIF 311 9 pBY DATEppwECTIA AUBURN WAY S SOUTHSIDE SIDEWALK CP2129 ARI ,.,,„ RE „;' NO RARE REASON AN AN � a „l . 1mC AUBURN oarcx, ERI S9mlua aIe A i' SITE PREPARATION AND TESC PLAN Six � S' tdltl STA 20+50 TO 30+58 CE1B2 SETX WIIXSTROM�PE SNEER 5 12 \ Cem. Concrete Curb S. 122,14_\\ _ \ \ and Gutter Installed AUBURN \ on Auburn Way x c EST1 x WAYGn, _ r 1� \ m _ Ab) NIL FL. 121 W OROAD \ , m\ S. 12,618 pm wmx �SSSm'rTAL, NGK am w ��wmoa xS,S „-� r .. 11EART \ MOR _ T o , rr m t 00 oME moo W, \'� O x0- Pmc��T<.. FAA [nq.ALo LLasfss„ y1 l GA p'4CAD. e0x/i:a `rJ-tea .a 1, .,o ' so 710A 121 A C SEA PLAN® Guardrail aroed around $[M Art 1 rock wall. Sidewalk narrowed to 5' In hont of guard rail. ID c 17 GO 18,0000, 21W AT AUBURN WAYSOUTH SRI F. IDIOM 11 ) MS A., 13104 IMBUING. MINE w�wTp MATCH r W BElti .. wiw 1WisW1� xxw' m'� riewaA,. xsm m COB .._.... NO CONSTRUCTION NOTES Q om wxc arcweu PER AS sm USUAL T ,c, SOMEBODY COM CLUB TRACK CUM NO OEM CENK SHARES CURB AND GUlTET PER ASSET CORE AGAIN F-10 12�04 ME PC" FDA LOCAMONS O SAWBAYrx r-,o.,o-w uconm FOR [muaT 1CAUT LINE m - o TERMINAL P -2245-09, BECAMA GUARDRAIL DUE US IF POST PER MAMB DID AGAIN C-IS AND C-20 PUSS lAIL UFF Be VD-V HEAR PLACEMENT IS PAST y © PUB H T Sm Flx, 4MW-oa 10 LEGEND cuu¢w Im[wmw aUS. si en NEW ONAMS MISSION ARD to AUNIDO ED ND MOO xSIRnw GRADING.Tmsa: to SON TRAFFIC .FFc CUM mmmmmmmmm; SON BEING VMFRC CUM AND cc�x BE vs. i NOR eS GENERAL NOTES w GUARDRAIL AVOID WAY A 02 T17 MINIMUM PRIOR TO III BE CURB AND CAUTTED My DISCREPANCIES 511� BE SOUGHT TO THE AlUENTON OF THE x ME CDMI o I [ BIGGER u: mu ssrnw c.wo DETAILS UM P AMOUNT Uuvam TUS !INSTALLATION OF FINANCIAL W1 Ls[mao AT FACE OF BE RAL MEM W nyr/, GGAS ALS nx wcCC Ux * so �om a m osr F� BY TUB Ba AD 29 SHIP OF ME DIC jl WAY Ck *ME BE Be PLAN SCE ar USAKEY M4P C AS -BUILT 9 Y nEOIECYTM„P1N p P,1 R AUBURN WAV S SOUTHS DE SIDEWALK ELF"I i„CARBIDE ; MAIMMI a „ls . T1e „p m AUBURN arcx, E cuf w„ic „v x s�a� F M f PAVING PLAN 23a2 miltIhM®MLdI STA 11+00 TO 20+50 cPiot SETX WICKBTROM,PE T „ P q12 Wm25+18PRE'. MAP; WE MY CLIMBED. TO SAS MA USTER MYtCx NAMEz WAYSOUTH(SR18G) REGARDED. 11 97 - PE tT RL AUBURN PRIM, 11, HERB - Tw a 23-HS, 240B. m m 9 OP♦ 2 9 PROTECT MOTOR WRING CONSTRUCTION 6*� 21140WM SALES BY- MARCH Er "I FARE FAA sTOP .I m N12 B1 t E MERCER .IDR OF CLOSE HP�M-tAeP.."' � F° D4 13 ♦ t .B m .L BI SERIMEN 6/LOet-Cw 1BW1 . SALARYSTUDIO M O�.'x AND 311♦ M mm . Ot TB m BmiB Q z♦♦TT.ARG YOUR'm AN nee m m v»mM EA' Rf i WE OM DAMPING US � MUST SURGE EPA `^ w~ A pcE "ICIT a NUT ONE ."T ,.�L CMUSAmm, AMR 22+50m. SAW IF MATCH FACT MrAUBURN WAY SOUTH (SRIG4) MATCH �-\ _ _ --EMAN� (31) TOP AM SLOPE 2944021, ARMY Rj OF DUANE P AN ale -m CMISTRULTION NOTES Q Cb. RAI SMWACK am ma TEED rciu T-151 Q CFY COND INDEED CURB AND DIRECTOR PER ASSET ST RECENT MGM DOING. �C CURB AND CUTTING PAN PER ROBOT BUD MA STOPPED FOR DOUBLE CRATE mC Smuw SAW GOT UNIT Qi om BUFFER TYPE z1 Qe acw WARMAJI TOP St BE POT PER rmY STD wrNo- (]READ MUCAMEDGMAL HUGE at a MOST PER WRAP STD nrNo- AND C-2010-0 Qi BUN CEREBRAL FEE 31 xwnwm max. C-zxuBY - (]24 pFLrt - CONNECTOR TO BRIDGE BRA PER War STM 0 10-03 TREN EKSTING CYCLE FORM TRUMP AND CREW CI EASURER m CURB HOGH ADD wa aa[ ma 10 T¢ LEGEND ABSORB Ccxc S[tw.w FNEW BOND mWALK CunR ORM CONC TRAFFIC CURB AND MA BOND TRAFFF CURB NEW SEEM GUARDICAL GENERAL NOTES I READY THE WIDE SCUTUBCOUND LANE GULF ON AUBURN WAY S AGO FEET MINIMUM PRIM TO RETURNING NEW CURB AND MURRAY ANY DIRSOCEPANI STAI a DROUGHT TO HE ATTENTION OF FILE PROMPT 2 SIDE CROP FOR SIDEWAUK TROPICAL SECTOM ADD DI 3 USE ASSET ALI GRAIN C-GWAFAFOR WHEN UTUOa PREVENT E INSTALLATION OF. srnATGUARDRPOSTED, 4, GWRWfiH COULCULTS ARE AT FACE OF TRUE RMIL UK CAS OFFERIMSE SPECIFIED j iD 40 ar uw AS -BUILT P,RSB mAD�B SCONCE Btt g B DAWN, WARNED cNTelau Br BY DATE sxoMicr)BY URAMIR AUBURN WAY S SOUTHSIDE SIDEWALK §a APPA.A few W AUBURN CBNDew N90 w AE Wre BpreDRAW c PAVING PLAN BEAANDI LOP. T 1wt SETH WICOSTRGN, R E marzoz STA 20+50 TO 30+58 cR1Oz RAW 7 12 R=3' AUBURN WAY SOUTH (SR164) 11+70.41, 26.20' RT FL: 123.14 (MATCH EXIST) FCC �11+74.52, 30.12' RT EL: 123.44 (MATCH EXIST) 11+69.83, 31.96' RT FL: 122.71 (MATCH EXIST) PT CONSTRUCTION NOTES: iO CEM. CONIC. SIDEWALK PER COA STD DETAIL T-15.1. O2 CEM. CONIC. TRAFFIC CURB PER WSDOT STD PLAN F-10.12-04. O3 PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES MONUMENT LOCATION HAS BEEN COMPROMISED, INSTALL NEW MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.2. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 0 CATCH BASIN, REFER TO UD101 FOR TYPE AND SIZE. O5 CEM. CONIC. PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O6 INSTALL TOPSOIL PER BMP T5.13 OF THE 2019 STORM WATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. LEGEND DEXISTING CONC. SIDEWALK NEW CONIC. SIDEWALK FULL DEPTH (4" MINIMUM), COMMERCIAL HMA TO MATCH EXISTING PAVEMENT L - THICKNESS DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-03 COMMERCIAL HMA LIMITS OF TOPSOIL AND SOD INSTALLATION CEM. CONC. TRAFFIC CURB /31/231 RAISED CROSSWALK 12+92.74, 27.65' R7 12+98.17, 27.09' RT 13+04.58, 26.45' R EL: 124.63 EL: 124.72 EL' 125.2 - 12+86.34, 28.31' RT - EL: 124.14 - 12+80.92, 28.89' RT - EL: 124.06 12+74.60, 29.57' RT EL- 123.58 GENERAL NOTES: 1. CONSTRUCT RAMP PER WSDOT STD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. 2. SEE GD501 FOR RAISED CROSSWALK DETAIL. 3. SEE UD101 AND UD102 FOR STORM DRAINAGE, CHANNEUZATION AND ELECTRICAL PLAN. 4. RAMP RISES SHALL NOT EXCEED 61. 5 2.5 0 5 10 SCALE IN FEET SQ I Desioned I SO 1 0322/23 SCALE: ONE INCH A FUL S (IF NOT, SCALE ACCORDINGLY) File: ° ONE 1 12+53.58, 29.93' RT EL: 124.59 (MATCH EXIST) MON 1010-002- 3 12+51.54, 44.17' RT EL 123.13 (MATCH EXIST) (MATCH EXIST) i o PC I -12+47.25, 49.59' RT --- FL: 122.31 (MATCH EXIST) PCC IN 12+49.56, 52.74' RT EL: 122.21 (MATCH EXIST) ]Jj (MATCH EL: 121.73 (MATCH EXIST) 1 12+64.58, 43.15' 12+63.57, 48.55' RT EL: 123.01 12+62.48, 54.45' EL: 12, 12+61.60, 59.18' EL 12: 1 4 D 12+58.14, 71.18' RT EL 122.16 d' 13+04.391 24.49'1 RT % EL- 125.19 � r 15%'•. 13+05.30, 33.91' RT EL: 125.13 .': ! .. 12+98.91, 34.55' RT- . EL: 124.63 •':;i�R. 12+87.11, 35.7T-RT - +93. /�•°I -• •- EL: 124.05 12+93.50, 35.11' RT-.� 0°•.' EL: 124.54 r •,q .-.-.-. _. 12+81.70, 36.35' RT .'.'.'.'.'.'.'.'.'.'.'.1\ EL: 123.97 .'.L1 , 4to7 N. .3.-� .75 ------------------ - - �12+75.40. 37.03' ---•- ----- �i'� ••�-_•-• -. EL: 123.49 PC .-d .12+72.81, 39.44' RT ......-. -. . . . . . . h.'.::. . .EL: 123.41 ................... PT '•, .12+71.84, 44.56' .-. v�°i.'• .," . '.. - EL• 123.02 ..' 13+01.84, 57.26' RT -- -•-•-•-- - FL 121.867 SN. . . . . . �.' .-. .-. •. . '.12+70.82, 49.96' (MATCH EXIST) •• .. EL 122.93 12+69.71, 55.85' RT• �•%;;+A d\--- --EL: 122.49 12+68.81, 60.61' RT .*2PCC 12+93.45, 55.44' RT EL: 122.41FL• 121.93 ,(MATCH EXIST) . IN . • 57.22' RT pT 4 IST) oo, ,,., 00000r, „„00004 60.85' 12+67.73, 73.07' RT EL: 122.11 a D do12+43.11, 68.30' R7_LCo) FL:- 121.67 -. .do ' 1 d� 000000000°0° o000 000°0000°00' 8088880 ° °bd0.. - :• ] .dd .°' w.9P (MATCH EXIST) •.� A ,Tj, (12+41.72, 76.21' RT W > EL: 122.32 ' 1 f2 (MATCH EXIST) ''03T. '. " / 03%'' a0.3%' . , '0.39'' 12+45.21, 76.87' RT 12+56.68, 79.08' RT 12+66.24, 80.96' RT 12+75.79, 82.87' RT 1 EL• 122.31 EL 122.28 EL: 122.25 EL: 122.22 PLAN SCALE: 1" = 5' REVIEWED BY PROJECT MANAGER: T 1/6/2025 Signature Date SETH WICKSTROM, P.E. LSg TOpAL 1 16/20u 2+80.12, 60.17' RT L: 121.91 B. 74.08' 59 EXIST) 12+97.64, 78.23' RT- EL- 121.45 (MATCH EXIST) �12+81.43, 75.82' RT EL: 121.53 (MATCH EXIST) p D I 12+79.98, 83.72' RT EL 122.21 (MATCH EXIST) AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 AUBURN WAY S SOUTHSIDE SIDEWALK AUBURN CURB RAMP DETAIL PROJECT NO. CP2129 CONTRACT NO. 23-02 DRAWING NO. CP103 SHEET 8 OF 12 FACE OF CEMENT CONC. BARRIER TRAFFIC CURB, TYP STORM DRAIN CATCH BASIN, SEE UD101 FOR SIZE AND TYPE A CURB AND 11, LANE I GUTTER = 1'-6"1 7'-6" 2'-6" CEMENT CONIC. TRAFFIC UNLESS SPECIFIED ON PLAN MIN PLASTIC SPEED BUMP SYMBOL -----.TRAFFIC CURB, TYP CURB = 6", SIDEWALK FLUSH WITH UNLESS SPECIFIED ON BEAM GUARDRAIL SEE CP101 t23" CEMENT CONCRETE PAVEMENT iv A RAISED CROSSWALK PLAN AND CP102 FOR TYPE AND SIZE - INCLUDING DOWELS CEMENT CONC. TRAFFIC CURB AND GUTTER NEW CEM. CONC. TRAFFIC CURB AND GUTTER OR CEM. CONC. TRAFFIC CURB PER WSDOT STD. PLAN F-10.12-04. wi Ui � 4�X4 3 4" CEMENT CONIC. SIDEWALK PER COA STD DETAIL T-15.1 EXISTING PAVEMENT i 1% (1.5% MAX) 10% MAX I 2MIN CSTC EXISTING GROUND z � j EXISTING STREET LIGHT CONDUIT o N 1 - 3" SPARE COMM CONDUITS PER CITY OF AUBURN STD. DETAIL T-23.3, SEE UD102 FOR LIMITS SIDEWALK TYPICAL SECTION %11 NTS GRAVEL BORROW, UNLESS OTHERWISE SPECIFIED ON CP1G1. SLOPE BREAK POINT q CROSSWALK PLASTIC CROSSWALK LINES PER WSDOT STD PLAN M-15.10-01 - FULL DEPTH PAVEMENT REPLACEMENT, TYP (DEPTH UNKNOWN) — CEMENT CONIC. TRAFFIC CURB AND GUTTER 0 a A-J MARKING DETAIL EXISTING SURFACE CEMENT CONIC. TRAFFIC CURB AND GUTTER - e . a ^ d a _ --Q C' 2' 1 > 12' 10, CEMENT CONCRETE PAVEMENT — INCLUDING DOWELS ISOMETRIC VIEW J\SM jG�G. FULL DEPTH CEMENT CONCRETE PAVEMENT SAWCUT LINE, TYP INCLUDING DOWELS TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STANDARD PLAN A-40.10-04, TYP 4 �� 4 HMA TRANSITION DETAIL PER WSDOT L 5" CSBC STANDARD PLAN A-40.10-04, TYP SECTION A -A RAISED CROSSWALK WITH PARALLEL CURB RAMP 2 NTS te' 2' 0§( AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By BY: DATE: REVIEWED BY PROJECT No. AUBURN WAY S SOUTHSIDE SIDEWALK Q 7/31/23 RAISED CROSSWALK SO Designed SO 0322/23 PROJECT MANAGER: CP2129 Reviewed SW 03/22/23 * * *lcmp� LAI AUBURNCONTRACT NO. Approved ML 0322/230T' * 1/6/2025 _ 23-02 SCALE: Signature Date TYPICAL SECTION AND DETAILSAT FURAWING NO. ll ~LS� WASHINGtON DGD501 (IF NOT. SCALE ACCORDINGLY) SETH WICKSTROM, P.E. SHEET J vts/zozs OF 12 Flle: 100�5 _ _ \� STORM DRAINAGE NOTES `� .__ \ \ �� ° \ 1❑ INSTSPECIFIEDALL EDD IN PLAN. WALL VC PIPE SDR-35, SIZE AND LENGTH vOQ 7 ❑ INSTALL CATCH BASIN TYPE 1 PER WSDOT STD PLAN 2 10+66.22, 23.33' RT � � 6 B-5.20-03. \ BEGIN 0 \ r _ REPLACE EXISTING CATCH BASIN LID WITH A RUSH NON SKIADJUSTCOVEUD LID RCOVER TORN WDOT FINISHDPLAN 8-30.20-04. GRADE. 6 ��\`\ `, � _ 4� CONNECT EXISTING PIPE TO NEW STRUCTURE.. _ ADJUST EXISTING MANHOLE RING AND COVER TO FINISH GRADE ° I PER CITY OF AUBURN STANDARD DETAIL T-05.2. REPLACE •.s11+65.07, 39.93' RT \ e. _ EXISTING MANHOLE RING AND COVER WITH NEW RING COVER. ,d END 0 T �2+50 --� — COVER SHALL HAVE SLIP —RESISTANT SURFACING MATERIAL ° BEGIN ) / — APPLIED TO IT. 00- 3; \ �y CHANNELIZATION NOTES: O 12+48.82, 56.79' RT " / 3 O O7 INSTALL 8" WIDE YELLOW PAINT EDGE LINE PER WSDOT STD PLAN a END O_73}SD _ /N�/`� �= M-20.10-04. 12+40.99, 56.18' RT p \ Z 0 2' WIDE PLASTIC CROSSWALK LINE PER WSDOT STD PLAN 12+52.52, 63.99' RT 3 A 1 14+00 0 s m M-15.10-01 W Q INSTALL PLASTIC SPEED BUMP SYMBOL PER WSDOT STD PLAN 14 M-24.60-04 o i z � AUBURN WAY +so � n ° O O = OUTN (SR," 15+00 —�� O M 24.60INSTALL P044 AND MLASTIC IT 15.10POUNE PER WSDOT STD PLANS O ° S 1. 12+65.13, 60.32' RT— EXIST 12" ° 2 13+62.88, 30.18' RT 1 On O6 INSTALL 8" WIDE WHITE PAINT EDGE LINE PER WSDOT STD CONCRETE PIPE O \ 12+79.50, 63.41' RT CLEAN GRAVEL OUT OF THE O PLAN M-20.10-04. 12+39.11, 66.51' RT SpMH '0 BEGIN 1 ®� CONDUIT FROM THIS SIDE (n Q a/n o10 OS \0 O �m ILLUMINATION NOTES: 27.77 OC2s A O 4 13+72.08, 67.47' RT S0C@ SDCB $1010—C3071 O Oh\ R,U,1 0,690 C968 W INSTAL�DETAILLTNE83 AND TLIG93.POLE FOUNDATION PER COA REINSTALL EXISTING STR ETLGHT TYPE 1 CB, RIM = 121.72 O O POLE ON NEW FOUNDATION. �17 LF 12" PVC 00 5% 12+62.94, 72.11' RT 13+91.85, e2.61' RT 12+45.45, 67.67' RT � New 2"PVC conduit o � Q REPLACE LIGHTING BOX PER WSDOT STD PLAN J-40.10-04, IE (OUT) 119.02 (SE) ® Og installed forwreetligInts TYPE 1. LID SHALL BE NON—SKID. EX SDMH f, RIM C12 SpC MH TYPE 1, RIM = 122.30 SgCO O® O 7 0_C9 ° a cA Q INSTALL NEW POWER SERVICE CABINET (PROVIDED BY CITY), 72+67 IE (IN)6118.957(NW) RM 72115p0�� EXIST 12"�OS\ e OM o1p4 03 6 JUNCTION BOX, AND BASE PER CITY OF AUBURN STANDARD DETAIL T-21.4. IE (IN) OU t is 23 (SE) CONCRETE PIPE OS O REMOVE EXISTING JUNCTION BOX. IE (OUT) 11523 (Nw) Sg 13+70.54, 78.94' RT Rlly 1i�1104 END PLAN ABANDON EXISTING CONDUIT AND WIRES IN PLACE. SCALE: 1"=20' © WIRING NOTES: IO SEE SHEET TS-501. N >i c. 1O 01 - �� Q 50 '° ° W 16+00 - > - °. a e ri Li V) 16+50 EXIST 8" CMP 1N — _ 01 j 17+00 �0 + 17+50 18+00 + N SDCB $1010—C1005 18+50 19+00 O 4 TYPE 1 CB, RIM = 133.22 19+50 20+00 20 N VQ 1 5 LF 12" PVC 17+22.64, 21.94' RT _ Q ) k IE (IN) 127.94 (NE) 'i ° E (OUT) 127. 94 (SW) 0 1TTH ST SE W ° _j 2 W u 0 J `n _ __ Z ui w L) 2 '- cNew 2"PVCcondoit"--C1005 U yC9 Q Installed for street llgMs IGHT OF WAy EX SDCB# C1005 IT _ — _i V CB TYPE 1, RIM = 133.79 V 17+22.57, D 28' RT IE (IN) 12783 (NE) EXIST 8" CMP — _ �E (OUT) 12783 (SW) PLAN O 20 10 0 20 40 A& B U I LT KEY MAP SCALE: 1" = 20' BURIED UTILITIES IN AREA SCALE IN FEET PLEASE CALL BEFORE YOU DIG 611 No. Date: Revision: Completed By BY: DATE: REVIEWED BY PROJECT NO. AUBURN WAY S SOUTHSIDE SIDEWALK Qp 7/31/23 RAISED CROSSWALK SO Designed SO 0322/23 PROJECT MANAGER: L CP2129 Reviewed~SW 03/22/23 CITY OF f* .*tea AUBURN CONTRACT NO. Approved ML 0322/23 * 1/6/2025 y��-`6y 23-02 SCALE:15 Signature Date STORM DRAINAGE, CHANNELIZATION & ELECTRICAL PLAN DRAWING NO. ONINCHAT FUEL SCALE ` WASHING'CON � SETH WICKSTROM, P.E. �'4✓afs��°N STA 11+00 TO 20+50 UD101 (IF NOT, SCALE ACCORDINGLY) SHEET 10 File: °aa,ffim OF 12 5 IT 77,� -- EXIST ED T0101RIM-4 STAG WWI New 2" PVC conduit Installed for street lights STORM DRAINAGE NOTES 0' 'NETALL OLD ix au". 1PE So"-35 on .wo unclx © IBNE BASIN TYPE , PER WOOD EM PUN His au�"p oADOST EXISTING FRANK AND MAR TO MIGH GRADE PER `0"""°3B THIN 3" conduit terminated TAKING MANTME RECTANI ROME AND GRATE SEE I- OMP �E (N)1B516 wSUP-RESISTANT —In Eo A �•. ©an,c.M (v new pull box 0 KNI EXISTK riff To "EW zmorn„E. —22,01 o Ri Sol MINME SnuGNE,E AUBURN WAY SOUIN (SR164) - o � Qi REMOVE EwRiAI STaM DEAN PIPE ; — Q ♦ ,x wa0 22611 BIT + ED [ ILLUMINATION NOTES INSTALL ETTAL T is3 MIDI 19ENT 2Eis,WiLL darS STWEETI B i �.� sre no ,'c+P, # _ ® REPLACE WIMADEW Box Pm WAGNER BE WIN o SEE Pw(u 4010w N�,#1 b S3 im EamNnw m. m � GRACE 0 s 0 �� New 2" PVC contlult Installed 3 SP.� WM N'GEM m IM EXIST � T S for street lights 3" conduit terminated —Innewpullbox EGRI li �wr ls'3?'IN) — N Changed toitil2fs e a ©TIT _r— - ' + M AUBURN WAY SOUTH (BRIM) — New 2" conduit for street light 0 �TPDII-GN 15, — — terminated in Pbox. All F 1877GOT) �E,22lo74 PIT conned to existing street light — — — conduit. Six Did not remove y SAGE, 11801 B,mr-xrAG Connected to CB#1501. RA-, E, IT m wm ,n C , New 2' PVC conduit installed x o e< h gy for street lights Installed new 12" SDR 35 Connect to existing pipe 'by a """%+w P� I Sc ® ,rAu Pipe .xv 3 DID AS -BUILT E, RUBBER g SCALE IN rEET PWBB MM�• W wci uou AUBURN WAY S SOUTHSIDE SIDEWALK Cppjpp i a *ls . ^dNlv.� AUBURN m Px, F cuf re wo WE a sN one v f STORM DRAINAGE AND ELECTRICAL PLAN 23e2 M®MLdI STA 20+50 TO 30+58 UD102 g SETX WIIXSTROMPE e1121 FOR SIGNALIZATICN NOTES OT pOGN EM MAGAN`C DEWL _G KRI BE FRONTIER nµ�o`CRWrxxSSENG SIGN Qi51111 I sa(S) ONTO TIRE NEN Pm'T 1m ra -242, QINxgzT sar TOM z KIM. TERI US PER wsom NO ©UGHAL PONT CONERUT CONTEST TIRE MICE AND unIiTS EXISTING wimIR�STOmoT GOING SM DoaE-Tx QNECTOR KIT WEET SEC 17SI-DP Rv WIRING SCXEDUIE NO No W ES COMMENTS m10uR) Fnw 0 cGD THE ME NOTE 1 Q Not %ww ERGE iuM=n. CONNOTES (px-P. mui ME NONE ex Q r PRO wxw (1) BE - 04 CONDUCTOR (�t- n4 m1DG r INTO Vr .M7CH (1)x-R.rm1 c Y51¢1 (E:s (4)0(MONSOON e rrvc sww (.(p CwWCTOR O Y m Mtl EMPTY ME NOTE 5 NO TS DUCT. T `ONTUNG.CrDNITaE ARLE BE NET 80 o ❑ ❑ 0 to grade break Center of pole moved to be—P' 2' from ROW line L ,.I I 9. d"n® 11 n .. sc PE 1�.1a LEGEND T NICK PONT AND S✓S! 8SPEED HUMP Changed to 20mph SPEED x %ao SPEED ®LIMIT 2 LIMIT 35 MPH 25 "I M-1 VI R2-1 18Q16 18 EXISTING SE Q19 M. Q SIGN SCHEDULE: 10 5 0 10 ID SMALE IN FEET RENEVEDDV P�0. 4,*N vs2ua SEEN jr W! N om SET-1 WIIXSTRTNM, P E AS -BUILT AUBURN WAY S SOUTHSIDE SIDEWALK AUBURN TRAFFIC SIGNAL PLAN AND DETAILS