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CP2102 - AS BUILT PLANS
RI DRAWING CERTFICTITION THIMME DRAWINGS CONFORM TO THE (ARYN INSFTRACT ASCDNSTNNCTIDNHAI RDJER7.HaNSD a TEPNo ECTOD vare 05-03-23 CITY OFFICIALS Nancy Backus Mayor Ingrid Gaub, P.E. Public Works Director Jacob Sweeting, P.E. City Engineer Jeffrey Bender, P.E. Project Manager 0a1YU1 l # �VASMNGTION PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington CITY OF AUBURN KING & PIERCE COUNTIES, WASHINGTON 4TH ST SE PRESERVATION - AUBURN WAY SOUTH TO L ST SE TIB PROJECT NO. 8-1-105(037)-1 PROJECT NO. CP2102 CONTRACT NO. 21-33 VICINITY N NOTT TO SCALE ll DRAWING INDEX SHEET DRAWING DESCRIPTION SO IMPORT INTER DEVALS M)-$7 cum ARMS DIONUS AS WWI CONSTRUCTION! FAWANG MAN AM MITI ROAD OUTRUNS DETWIR MAN WATERSYMBCIS SIGP TION SYMBOLS I&M swsr MONS o[sgvncx ® • SANTA METER W TO BITB FIRE B m • u �nL m (TPLu'A u9 . b TO x - PUSIBUTION m m m m m mSIGNAL LOAD CENTER M IN SCALE VALVE GEN INx STREET LIGHT ASSEMBLY m RATED SIGNAL • � E PLUS W/ NA N LUMixnwE MIS TRAFFIC GENAL SURCHATT ASIDE w/ cW —1, FORCE CONAL HEAD $$ X a y �, 90NAL HEAD w/��w INDICATOR TO REGARDED (M1M9. IF OCCUR C1 NELIZATICN SYMBOLS IRAK TAPPING FEE t VOLUME.(NMJI CONRAD vNEEDICAND MM ITS) BAST iN x x RESTIMAD &NO (Mp 5006, OR SUINITARY/STORM SEWER SYMBIXS Si ii aamNx AM l ([METTuvx wvw 9 0 SOUNICAPHY SMlR CLECAN ACT CAN LLTT snaiwT umar O O MONS URBAN IWill l DEAN m�� ONLY (a LNARRW In RE N�pygy MY URBAN.G4SIPoWERIFELEPXONENSVMBOLS B • DRAN MOOT SATURN CUi SOURCE DIANE xxxucx mmE POP. CBS FASB ry6 0UG 0 U U RARE xURNESS RUE UTURE ABUSE I RANGE Mxe¢xs TrcEu 0 0 RUE ITHE ANCHOR SURVEY SYMEI ]FIRESTONE VAGULT e eDEMOCRAT_ MARBLE sRI NOT ¢sRiPTTA 0 PROMOTE BON SURFACE FE TURESMNE SOAPING A ARGUE POINT HE MODELS MAN, RAM RAM a a SPOW ARM GOP SMASH • SO I (Ix GAME) n-r • dT (s•E� ® I BE a(MN.) {p Af REAS ,,.A PLURALMo GCALINTROL POINT QTRIED iw.ausl x.... w A BARD PUNT E3 MOUNT(mA c[xcNnE)MIGHT POINT ® ® MARCHNNAEUG µo ASS GAPGA � NUBUR r---1 rmim aiwixv B RBA ,Ex SDI TER t r, oT o 0 0 0 0 GETPLL GALL WT NUMMER �K�N= DAMPING ASBREVIAMNS AN MOLAR ANKFURGER MIN SUNNI GAP MOLAR ANKFURGER PCOMMENT BIG MUMANIGAU JUST Ap ANGUE PONT MGM MOVEMENT ATTEND MISSISSIPPI MET MIDPOINT OF CURGUE MET ASSISTANT FAR NIGER AMERICAN GRIMM PAX MITSUI NO MOMS Ar NORM ME ARGENUE NBC NO BERNARD MAN An AUBURN MAY ACT, AN NOT TO MAE TO SERMINGING Of ar.mBE NEW NMN�T 00 GO CENTER G wMSLawaT TOP �NN� RE PROSTAT PC POINT Of COMEATURE GOT BOTTOM PC PUNT Of COMPOUND ATMOSPHERE MIN BECTMERN An p�mim in COUNS BASH III PONT OF ROBERTSON SENT �� DENSITY ALL AM POINT 004, AUDI START COMPETE AGO PONT ON SPUR t B C EA. SCALE, STINGETURSE Up POLYPROPARNE NO CHENTRANT AEG PONT OF ISMESSING) SURVATURE RAM NO OF MURN MOOT, PROPOSED CGUNI SCHMIDT FEE FIRESTONE BOUNCING nLH STATUS CGUNT OBSTRUCT. AT PUMP STATION SUN NAMES TRUE POUNDS PER SURFACE PARAT BE, Ai IT POINT OF TANGENT MON CACHET SURFACING BASE COURSE NO; PORGANTIF �MDE Ar CUTS CRUSHED SURFACING TOP BOUNCE PONT OF SENEGAL (TROUBLES PONTCM ANN MOMS GALS AWx(P EA NET PONT OF ncu RECORD DUE DETI EnTw/oErtrnw LOOPS A CARGO Up DUCTILE IRAN in MAPS EPA SAME GAS ARMED SUSPECT w,BxEP EGGS D� MUST win ON Avi M gr RIGHT DRAMG S RAM v ENEXT USSR � DISTANCE SERIETIM xcei SOL EACH AMC GROW DAMIN MANAGE EC MIN OF NPE SOUTHEAST me BOSTON UP GT2xia¢x> [ vBna 96 SIGNAL T[xcr EAS DURING SUN MDUN DURABLE MONUMENT EGA cOUNING m.PTa ENT (SURFACES PIN RE RADT r s BA; . rnxE �x M R RE LAW BUFFER Puu a AS MIX GREG CUP SHOUS SOLD win US ANCE RE A YELLOW � SIT STRECT ITT .TGGT SONDEARD AN GEOGRAPHICAL xttnnnw sM Ed CUM VALVE ON MA HOT MIX MITI ON COUTEREST "Aw HOPI BAN TELEPHONE MOTOR BAN POINT TAPE TRAFECTIC UNDER PAN w/ WOMMER "I NIGHT NO RESUME" "W" FAMILY IT [ RATNO BTHE u/s S UP UMUrr POLE ST unba I RAM OF VITHICAL CUM MENrtv WHOLE L COMMON OF MA MET WATERS 5[Bwx �B) CBS CUT EMITTING CUM W/ NOT UP Ui wROW MOOT MUCHINGTOM STAFF DEPARTMENT LOG LUABON BE REAMPAUSTACTION UP LAW POINT RAM VELDED "RE NABISCO Or LEFT MIX Wi FALSE DUMB BRUNEI ME MARBOX EST Ali UPS SO MI'll I IN, 1 FLATS BE GRACE Jeffrey ENRON, Pi Ii I'LL, own w * LINMPES �G ea(91Y1, aE REVERSED ••••••••••••••••••• mmwG ONE Ex / wTw «xwcuxE INALMEND ISTAMNO PULL ..��......ti.s ..tip .............�..A.._Ar AMBITIOUS 98)£C 55 w osTttx — — — — — — — — — — — __ _ [as[MENT Mdtl ewx _____________ _________ MOMS, MEEPwrn7 CITY GUAM OF CONTS IMI im T stl[P (SEE IN iNxFSj GRADUATE (Su IN wwES) —WE— MITI %xEN NAGALEx.w) BUM MALCOL o) MOMS ("in) a (G Em) W ([LWE4) RIFIWNE (whNEM) —ST— RLLPWNE (BUM) wma DESCENT MET PROJECTNOTES I ADD PETRUCCI AND xnmeuE SxNL cGx[tw TO RE ON BE nu[URTR uw[axEME AND MOOT/LAPIN. AROMATIC PLANS AND MEDICARE DETALS SHALL BE US On DURING NCERTAIN & MONS TO ANSI mma xUo . ME co„TMc suLL CALL ONE -CALL (xm « III DURING UNDERSCORED, ME CONTRACTOR SMALL BE RUNCEIT By USING PRESSURE AT UNIONIST ORIGINATED PTO AN / ALCOHOLS CARTEL BRUNEI NEMEwEVBwry TO DETERMINE ME RUE DENTHES AND LAMICIONTS RE ALL UNDERPROUND CROPS m..x.N��xunss») BASS OF WELARION STATEMENT MARINGS AND COORDINARDS CUP THIS WAGES ME USED AN EGGS RN FBI ON THE FLAT CONTRAL DURING JANUARY GAGI MARC 49' NAME OF ELEVATIONS STATEMENT FOR THE PURSUING OF THOSE COMING NOT GO CLOSED POINTNDAL �,,nws AS -BUILT �"'�AM �RECTS SS SUPER UTILITIES IN AREA �N 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE LEGEND AND ABBREVIATIONS GENERAL NOTES TEN 731 z o rc cw. u .aEuxPllrc w DI m Q o W BEGIN 41N1 St SE "NI S!A '0f0000 1 b]G80 ALP1Poe mt E 120492291 W Q N. 22-E 4TH ST BE IOrW 11 rW 12Z 197K1 13+00 1a f CITY OF AUBURN SURVEY MONUMENT LIST N suu dmuva wmxE wwmx uTH SE * W 2 __ _ __ _ S O mwrsu.wONvvacxinnx - MEET .4oz Q ffli TP M12 4T 9Wox Ele 4TH STp PMURN, g22Dx -oxt uMxN 1M�n.m - u¢ AT Am 5F Y uK Rl FIN, m to o m 4E s PELINJ N W I W Na FL N 0 N wxuM NE,w wO � NL uglpx. vmox W U Qm ssx�u L__- _ _____ w LEGEND to WN wvwt-m-vnv ULUM TO 8 1101 PTNINEosf ® ttxlxu vlpm-oz m wwmry RESCI MI a IN CME 1 —_�_ __4TH ST SE Bea•dd'u'c _—_—_—_—_ N ON ix CASE 4 F 16.09 9]58]2 18PW 1]bB f y _—_ W qm-mz W xox IN cesF W Z Z Q9 arvY Cw1 aP PPE3.nin sr$CEb 2 0 aSE �0 E In V4THAUBURN s4204 w 4111 ST SE ® 5N111S C xeex.W x AUBURN TM� �N Q IN ASBUILT KxYMP xuE IN FEU il y 4TH ST PRESERVATION e ev onre nEviEwEo ev CP2102 a""pnu"'+'p arcs Jam+ PPOJEC� w �� AUBURN WAY SOUTH TO L ST BE mxro ft SURVEY INFO ALIGNMENT AND ROW R13S A101 xolawtam0x �emeye o. ieu Nxnx9.1 4TH ST BE n[E1] STA 10+00 TO STA 18+00 a BB N CAN MAI FAR UkABi OCR �0 TEN A AT SE RIG E AT BE RE .TUa9vx amoz AUBURN a z w eur, amorz i34 eUui a _ LL OJ Uu a arezxM Gin S u or GRACE u or FREttanue Ri u or rnEZDAcme m W MEN Fli W u W N N 4TH ST BE uT-OR8 iy Nav m' zre�u 97561I jpN tt f BIDi9M0 N W W Z Z T Gin �® I GENERAL1, NICE ON EEM FOR MASS NOTEOF WRONG AND DATUM m io o m Mo 9GPLAN z WF�RN,MACO2 0 AT SE65FIII wmARN. ARUBAQROI ¢ weu0x aeooz LEGEND— 0" Br PREzcRiaT (0CLAM or F�:BRMmz oWi MCI MmT-a<-... 0 0 - — — — - CLAIM TO aREANCRIPTnc MGxTES + mca[rtry Wz N • N Q Q F FORTUNE Pw-Bw f �'"CASE 4TH 3T 3E y ERBMEzT Z- - - - - --_— z«N - - - - zs:oo - - - - Z J_ J_ U U F F Q Q f � WMIJ uwwN. MAGI BUw a waw °a we wmraN. ae°Dz All MICRO USURx. III Ui . � �NO M 4TH A7 SE 612 F AT' BE'L06A`N'=tir zEn AS -BUILT Nvm KVNMAP SLUE IN FEU oil $IN, DMM, wnNm. v er onre I I ..... i DEg iiaRao:� nu PRwEc?uANADER D"rE S RVEY INFO PRESERVATION CP2102 nNaa� a""a •..°Y,'^9e Ema f+ A AUBURN WAY SOUTH TO L ST BE wn�—T RIB ON Rm U ALIGNMENT AND ROW R13S e sru B /t° mumwmox 01 Damer Blow ST BE caioz BRENNANSTA 18+00 TO STA 26M00 a as W mMEN MMC� UAuwm. Sewz TEAM, TOOZONSEEN) J I SE W AM O - 0 Q Gm "AN M INCASE3oa 4TH ST BE NW sa" 22T W Z IhW bW U TOM MAAE0170 uaPx, AI W W 6 W OF PPnCRIMAT f; w RAI N OF O O F MON INNCASE vgo- INEF eia� N }W 30W 2 EA OENWL PMIOI L=szss. R-aIi MAN IN SACE e-3'3>s' U OF OF INS IT, AT AS 4TH SF SE FZ"M ADONIS,!SSGOT I AIJFI,xN W002 I I ADI Amax I ANEMONE. 981 I wwm Seem I MMMN. INSG: 5G4LE�i Nxa N o SCANLEINFEEFE GENERAL NOTES 1, SEE AM SEEM FOR BASS OF SCANNING AND DAII W ® 41 w .ubwnn 91 .wwlaN 91 F FIN 9 )S N Q A STISOFPROSO U W n wrs W +PT ILL y LEGEND — - - o FIGHT-Cr-.AY - - k - ♦ CLAM. TO Pe�nMEMI o SO) — -- Q mcvmry WT y P-810 OaT.eTa Y _ _ _ _ _ _ _ 4TH ST BE \ n-3zrza• r^'_ xee sa' a 'c ran 111 N� !^i 74 `31M L�500]. RA33rW W P 1 W Z aZ IS 00 j LL-SE.53'. R-W0' con eiG-m• j C-3'3]'35" COA CONCEAL PT/eio- a oGx IN CASE Q Q SOCES OF FI TOM waPx MON IN USES SON" A3ma aaP A a - a ITS SON Poo - TOM SEM ASS 4TOAUBVIN A&I OF,mF SNNOO maw 4FJ o q INEALPztl R AS -BUILT KMAP WALP IN FEET r BY oere Rm om 4TH ST PRESERVATION a CP2102 i e v„.v4+ a PPoac]wL.Tvr�n �� AUBURN WAY SOUTH TO L ST BE WIT SO v .:..F arcs fY SURVEY INFO ALIGNMENT AND ROW etas e53G /.R mumNmox ��� Lemer eexou. v,oleu u.xau•� 4TH ST BE CAm9 STA 26+00 TO STA 33+60 a as w h Fill Y I I wSTUS LIN.9 ' s cwx OfPRINT Eaasaeans IXxrm4L nECiM1Wo ON INCR$E 4TH ST BE x�, �, iTT N OB 351 BN 41I w+DO CANcV�seinrv[ OFFS oor Pusownnx NOTES � NET MUSERS,45 ERS,4 ONTMsemi ADIGUEN, I m iu u zu m PLAN I N BW1E 1'-tP TER OCENCO215 OZC L OF SE n�w�o�IxE� /-x�. TEND 4TH W SE GENERAL NOTES 1, SEE ON SHEETS FOR ROSS OF SCANNING AND SAM LEGEND— wm m W. (LARA TO PREEMPTIVE RIGHTS PROPERTY ME 411, AS -BUILT KEVMAP IN, REVIEWED BY 4TH ST PRESERVATIONMe CP2102 S o ",'+4a �Q f+ 'E AUBURN WAY SOUTH TO SURVEY INFO ALIGNMENTNTANDD STEELS ROW R13S e /E xolamwmox Jemxr Exxou. v,oleu M.xau•r4TH ST BE cAla STA 33+50 TO STA 38W03 a as GENERAL NOTES Q4TH, 12,B` '�45 2131. Li +1H 1345&91. 22 DS' LJ omER'mss AGREES 10 By THE ary nl uH lu[5 plus TH 12+RJ6, 2031' Li I 14M 13411 1. 183Y Li CURTAINS "THIN AS -BUILT oeswE APPROAMEATE wul¢ MF�AIM Q 4IH 12+5188. 368C Li ©47H 13+2398. 21 0' LT pmIImNS mEauAnw. N Q 4TH 12+4901. 299J' L1 ZI ]4P118, 21 R2' lJ _ ARBITRARY _ 9M IJ4C111], 15 A5' Li UR J Q I AND Q6iH 12416 0 3490 Li wAra ROBERTS, ALL a SEE LI US AND RAW PEmING WNTTKN wEQc THE ALUMINA 3 Q4TH 12+1975, 3001Li 1 N ours Z I LANDSGPE CWBLEUTT 6 SEE CRUDI-OP107TEMPORARY Q4TH 11+6912. 21 92' LT ( AND PERMANENT "MAPS mmAm. AND INnuunw. 6, vs STATIONS USTR BRUCE PENT TO PURSUE PERSTRUCTER Q N UMBER CAP �mi Nro vs m¢lwcnw vuxs 47H 10+9830,I 2380' Li po uw 44+%A99 19.3v' tt , Al, eA I 17 ti` u , , ":. + tt+' f3+atra4 tFM' ET ATtt$75E +tH �+ 1't'Al R, - CONSTRUCTION NOTES `. 49 �, �,3# +'3"caxat: F;4Z "— Af �. f SITE PREP MI Wr ,..,<.., , :? 4TY i$x5SNf t$Rb"AY N Nmwvl NToIEBNT x®1rxEµs ms _ •,# Z Q ImpK x �I—�—s _ Q NmwBxD snM aw SENT Il F 4iry 12+ 4d1, RM 1 RJQ Qe i 1 11+634], 219J' M s 5[ T 6 ©4T1 ll+]43N D ST 5E II 4M 1049830, 21b}pATRU Q4TH 11+8484, 2191' Ri +TH 12+5587, 638' RE 4M 12+m W. ze u' m 4TH12+4402, nz6' AT EROSION CONTROL M 12'3225, i8 w' RT aTH I2+44o2 ie.39' RIPL4M 2+3225, z1 ' BITO 03 NSn MST ANSI PER WA PART SEPAL1 BD acu zv x - RLAN LEGEND ALUMM TO BASSETERRE FIGHTS PARENTS M CIRRI AB/CSWP.V RUPPERT M N oRN T A PROMINENT FLUNK OST MUMBIT ATTEMPT T INK .. NT i SCIUMON o CLARKMIT M.H9 AS'BUILT KEVMAP ty BURIEDJUMETIMAI RAN, STEARNS, REVIEWED B. 4TH ST PRESERVATIONMzBE � CP2102 PROJECT uxoc6 0"� AUBURN WAY SOUTH TOLST BE WIT MIT STORESAT SITE PREP, TESC AND EXISTING CONDITIONS 21 3s )WE OE46� xolawtamux L6m6r B6Nou. PNoi6u 61.^a9•N 4TH ST SE CTm STA 10+00 TO STA 14+00 SHEET as 14+52.41. 36.91' 47TH 14+56.221 46.55RT 402 4TH ST SE 4TH 14+47.599 46.46' -4TH 14+18.25, 39.31' RTQ -4TH 14+18.48, 60.483 RT isAMENEEMEN ROADWAY EXCAVATION INCL. HAUL (REMOVE GRAVEL) 4TH 14+45.97, 138.24' RT 4TH 14+42.62, 143.22' RT Io 4TH 14+15.891 134.82' RT `\ 4TH 14+25.51, 143.13' RT 4TH 14+15.60, 143.08' RT Q47TH 17+t1.86, 42.84' LT Q 4TH 17+64.08, 45.93' LT —I 4TH 17+63.039 43.22' LT s 4TH 17+40.12, 46.47 L ° 4TH 17+41.05, 43.59' LT 4TH 17+36.32, 41.42' LT w 4TH 17+31.80, 41.52' LT 5 BLOCK WALL T , Tn -4TH I 15 81.52, 22.45' LTQ Q4TH 17+31.70, 37.39' LT �\ W Q4TH 16+94.88, 22.49' LT-�5 I1 I ❑ �si 4�\\4TH 15+87.21, 22.52' 4TH 5+6,,p113, 22.48' RT Q 4TH 15+34.71, 2 36' RTQ 15+15.759 32.34' RT 2 4TH ST SE 420 4TH ST SE 2/16/22 1 DC 1 - ADDED PAVEMENT REPLACEMENT FOR D ST. I Z. ESOUIVEL 20 10 0 20 40 SCALE IN FEET I DesioneL I ZE 1 11/29/2021 1 SCALE: ONE INCH AT FUAT FU~L S (IF NOT, SCALE ACCORDINGLY) File: CP21G2-cr100DWG opWA THLg�N� 2 *� ♦Aye 535 CISTEA4'9 t{N S910NAL Ea4 2r22/z022 M `4TH 4TH 16+80.37, 22.36' 6+54.5 , 27.99'4RT 4!4 ST SE CHAIN INK FENCE Z' LINK MO FENCE C> U 6 LIJ W 502 4TH ST SE GENERAL NOTES: 1. DRIVEWAY ACCESS MUST BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE AGREED TO BY THE CITY. 2. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE INFORMATION CONTAINED WITHIN AS -BUILT DRAWINGS, FIELD LOCATES AND POTHOLING INFORMATION. 3. SEE LID, US AND UW SHEETS FOR STORM, SANITARY SEWER AND WATER REMOVALS. 4. SAVE AND PROTECT ALL EXISTING VEGETATION OUTSIDE THE CLEARING LIMITS. 5. SEE CPIOI-CP107 AND CONTRACT SPECIFICATIONS FOR TEMPORARY AND PERMANENT MAILBOX RELOCATION AND INSTALLATION. 6. PSE RELOCATING UTILITY POLES PRIOR TO PROJECT CONSTRUCTION. SEE PROJECT SPECIFICATIONS FOR PSE CONSTRUCTION PLANS SHOWING POLE LOCATIONS. CONSTRUCTION NOTES: SITE PREP Q REMOVING MONUMENT CASE AND COVER QREMOVING CEMENT CONC. PAVEMENT QREMOVING CEMENT CONC. SIDEWALK QREMOVING CEMENT CONC. CURB AND GUTTER QREMOVE AND RESET MISCELLANEOUS ITEMS EROSION CONTROL 4TH 16+35.41, 22.45' RT AS (a:) CATCH BASIN INLET PROTECTION PER COA STANDARD DETAIL E-03.2 SILT CONTROL FENCE PER COA STANDARD DETAIL E-02.1 PLAN N SCALE: 1" = 20' REVIEWED BY PROJECT MANAGER: Signature DATE: Jeffrey Bender, Project Manager I FrFNin- A&BUILT RIGHT-OF-WAY CLAIM TO PRESCRIPTIVE RIGHTS PROPERTY LINE REMOVING CONIC. CURB / CONIC. CURB AND GUTTER SILT FENCE REMOVING ASPHALT CONIC. PAVEMENT PLANING BITUMINOUS PAVEMENT REMOVING CEMENT CONIC. PAVEMENT / SIDEWALK CLEARING AND GRUBBING a 4th ST SE KEYMA BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST SE SITE PREP, TESC AND EXISTING CONDITIONS 4TH ST SE STA 14+00 TO STA 18+00 PROJECT NO. CP2102 21-33 DRAWING NO. a GENERAL NOTES 1, COMESTAY ACROSS MUST BE MEMBRANES AT ALL TIMES UNUESS reETIND, nUmMI MITIzo.7z oa. 40nz' LT ALTERNATE ROPER TO By THE STxr 'I 41H 19+0513, A44' Li Vll 20+0836. 2996' LT 4TH 19+MI 33VS LE L4T 20+3378, S%66' LT 4TH 20+96-00. 41 36' U CONTAINED) "THIN AS -BUILT z goo �.�."o vamama mEau<Tw. 4TH 19+90 A. 3365' LT y w 4M 21415b& 22W Li� �CErexFw ARTS PRESENTS, 4T1 18+9} Oe. 33 *5 Li 4TH 19+82 W 3491' Li HPRO T18+A2B, sy fn 2z38' Li� STRE ARE RMMrcr ulwmxe vEm nw m SITE O 4TH 3008 LT L4TH 19+8R.41, 3002' UP U.MEN2H248n, � 19+A 56. ID 39' LT F -TEMPORARY um PERMANENT "ITemcwmml rum iwOP107 ME (REPLACE NS FOR . V4TH t9+85 S/. ID 39' LT UWME W PROJECT APPRECIATORS FAR rs masllucna RUNS ANSWER Porn DERRIERES y N + + m iy CONSTRUCTION NOTES: SITE PREP N N W W l G xwuxwT CARE AND offlut Q 1mpv1G CEMENT CAN OPPOSE Z Z Q REIRAVING CEMENT CONG SENT AND 2 - 2 NTANENUS OWNS rmwM AN START AT SIT OR AS f 0 f 4TH 20+2 1 RTQe 4TH 20+1361, 22 Q 510 4Tx 8 4m AT UE 4TH 1947336, 2231' SEAT 4TH R1+3 Qe 1 4.60' M 4TH18+3284 22JG M 0 4TH 19+5919.82 I;M R�Q 41H 1 40034, nW REQe 47H 19+ 417, . 2232RTQ T4TH z1+55 a, la' Rr EROSION CONTROL 4T1 19+6531, zz 3 RTZ o - 47H 21+6358,1 i oa BALM MET PROrzcnM PR BASSSTu1DN0 STORE 32 SO 10� O SET MONNN REFUSE PLR MITT STANDARD BETA. E-021 N acuPLAN2 LEGEND ALUMM TO PREPARRIPME SETS ME RMPENRE FRUMI ORM w6R i wNc. an.ND PUTTER -RI SEE FENOB REMEMBER FREMI RUBBER INK P. NT A SOMAI 0 aurew AND MUSERM 0 AS -BUILT KEYMAP PART ISTESSE, RPwew6D 6Y 4TH ST PRESERVATIONBE CP2102 PROJECT REPORTS RATE AUBURN WAY SOUTH TO L ST BE uDMmn +� BURN �T SITE PREP, TESC AND EXISTING CONDITIONS 21 3s / � e .„AMEN.. �+6� xaamruTox 3em4r nDTDu. P,Di,u HxTx9.M4TH ST BE cr, 95 STA 18+00 TO STA 22+00 a as 4TH 22+47Q. 2243LTZ SE /]H 22+5395. 2048' Li Qp 4FX 2sise.66. Rz.31' W Qe 4)X 23NJ13. 2163' LT 4 N ST N 7 Qe /M 25+0522, 2188' Li� . 71677 2R+8Bl� 29 ]1' Ril 6 41x SOAR 42M 21 SE TA nx S1 s 4TH 23 w W. 28 BC Rf Q+M 2HI814, 37 Y W I M 25+35.83. 9518' 71 /iry 2248515, 3082' RT f2TuxinC WRB & ° 4TX 2 +9448. 29.69' RE pXX XCE 1 4M 23+5+5]. 4518' I RETn Qi 4M 2N 9201, 300] R! Ni 4TH22+9+40, :A183' R! /iH 2 +759/. 296J' FIT 4iX z6+83 J2. 06.38� Ri ALAI �, aiX z++as ao. 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NEN m AE Q OF NEW 50 PIPE Rc 3 RPE wa,iCDR w O o d d 8 g 95 'a�H�r - m' P$3� 3 951, 90 - -- �yW� a_wwWW 9 85 152 V 13' WC 50 0 0.502 133 LF 12' PVC SD P1 85 V 12' PC SD OSOR BO 1f 12' PrL o 050 80 80 M v � PROFILE K AS -BUILT � �Y�AP oil RIIIIIIIIIIIIIIM 4TH ST PRESERVATION CP2102 DIN g MINI TJ,,RPp ''EN� s M �W f`A Ro1EEaa DATE AUBURN WAY SOUTH TOLST BE EI21 d5ul STORM DRAINAGE PLAN AND PROFILE R1as ID pa, ,E.`T2�Eox SLED eY 4TH ST BE UoioS $ JaMey III PI Manage) EE y8 3S STA 26a00 TO 5TA 30+00 a qp CONSTRUCTION NOTES STORM "". ,•,,,` i i i I E xSTx NEW STROW PPE AS SPEmm TS iJ W I® 0 O I M IWITPIRu MAN TYPE a M .mm SW PLµ 8-15,60-02 1 u7Tc I ,® NN� Tea , ST 6I I I del .,» ET sx1 . ST a c xSTx CATCH Bevel TYPE 1 PM WSCOT Sro. PONT a-e2d-a N O SIR NO 511C0 010-C9.6 ,o s Q CONTROLLEDCONTROLLEDNx1roT. fu.Pa #.a 6.«K 19 J n 5E 3H523k 2086' LT GENERAL CCA $M JNOTES: w6Niw 6EWREANTs Ed w FIT ooff orSs m co)—vr . w w n Z Red Z 2 NEE�0 2 U U F F Q Q f �� f SIP NO SOMH &N-C2]58 - \ NO �SLMN 810-6K818 P 3 i39]5. 1310' U 9 622 41x ST dE 1 30 9i 1236 PI9W 4TH 9 9E OR nn ST s[ 936 nx ST SE P NO SOCK 810-C10A1 IP UP NO OCP B10-C2918 ,n 3669 1928' PIT30i82 p. 39N RI PLANzP 6cnLE r- N dCAJ.E IN FEET Qr RaPosm oxooxo - anwo sRONNO £ " m RE TgOE NEW so 95 95 III 0808-QR& FORE 3-N" eQ PM GO 08 IE (N) 8822 @' (N) IN 9p 2 (N) 8622 12' (5) IE (0 I86 OF 12' (M) 85 85DIV 88 BO KEVMAP � PROFILE AS -BUILT Pl�.g �� n'tNa g By 4TH ST PRESERVATION III CP21 We g . rz yj`�m,°M �W Jam+ PROJECT Be Be� AUBURN WAY SOUTH TOLST BE PoI213 d A�--_1VT` RIN REVIEWED STORM DRAINAGE PLAN AND PROFILE R1a8 8 E ev onle N / — S^� waM6 w ID0:1�;'%` Inlawramux 4TH ST BE Uo1o9 Ir,W.y�u e" Jelhey Bendel. Pmled Managed STA 30+00 TO STA 33M50 ve"ET IWRIWI OF as FI a of nsw so PIPE �wu - 0 998 so a sox 8' SW TpRY 5 P 8431 CONSTRUCTION NOTES STORM F' m . NEW SUFFAM PIPE Asi SPEOPED WE SIR xo soux eo9-av39 STORM .x w I SIR NO 1. 31A i I I I © Y AS II xl a NME PE IxPPDHxdS d5 N.sn x sr ss I US r s SE N1 SM r Pr E5 Q REMIANG STORM FENN xx Y I El N o o I I SIR x0 DORIS 810_C8,3 ~ -1 - Mix 9i.w IKK 5 ttP 1590+9ER WDO)T SM, PLAN 8 PWI WIa 9 NO SEND 809-C2749 N 3Jx21 J0. DIOR L! Q �N 1 n 1 1 I PER 1lErvp PMOLL a-5 AM W O 33a60.g9. 210J' Lr Q Od SO © PI d9M0 PFE O 1 I IT Or IT Iff—ST ST In n u wwx a wx m GENERAL NOTES wl_ w +00 - w e— o 1, sF au Sm I- E R Nm TRENCHING PEaux�xls. if I w b$ x�— - PIP ss r w snw r TO r••,,,,,,,,,,,,,, rt69ssn I w 10I 2 J U Q q 9 SB N0, SCCB 810-C92J a b 28 D, JI 0 RI SIR NO SDMX 010-C1L 1 Sx]�3850xN�8W-CPfiO 137+2143. 1318 R, ED I r I A E Ima arx ST w ma L s, SE II W aI. I SE sx u0 s ISM am n 1010-CIS1 s e 33t98 CO. 14 Ri SIP NI BOCK 810-C758 1 SB NO 3GC8 810-CII02 IN 10 34 Ip. 3000 -02750 1103JN98]. 2101 OF 35a]01L 21 Q5 Ri 1 mxal n, a Re m PLAN I N WN-E IN FEET PROPOSED FUN 3 er 2 or RE RED 2,mS ¢ or B mB a zE, nsliuG GROUND r$ iD m$^ PillErvPr �' PIPE 95 90 85 50 o2w 90 85 �Exsi 0, PURIAPY GERI B PROFILE EI B42JAS-BUILT KEYMAP R1,27 nvs vauas MR, RMISM, " p DkII +rµwctx 4TH ST PRESERVATION a Xp AUBURN WAY SOUTH TOLST BE STORM DRAINAGE PLAN AND PROFILE 21 3s sw o:l\ m %`� xaamruLox 4TH ST BE UD107 'r^Imu Jellrey BenOec PmIeG Manager GFR SPIRITSTA 33+50 TO STA 38+03 a as =_=_.✓A � PI c GROUND W1 q OF NW PIPE U PON 90 85 80 75 NOV e' W SO 0 ossx ELW J985 Ertr 8"S prF SEWER STORM PROFILE @ MANHOLE #809-B3162 x ROFOSED GROUND AT GE NOV sD PIPE XIISTING GROOUND AT q OF 0809-C1110. TYPE 3-481t75 puX PROPOSED NOUN IE QN) J999 AT IN9xR G.OF NEW SD IE (INM B /8fd-08180. ME IQ m PPE IE (OU1) J9S9 W DoI 8G3(W0 8156 12- IN) E%TING GROUND90 ROPOSED GROUND 85 AT OF NOV SDAD fE OF NEW sD _ PIPE 85 85 85S /809-C3J15, ttPE IQ 80 RIM 81.1gIE (OUT) 12$ IY (N) 80 80 805 D ® sox5 5 5STORM PROFILE @ PvcMANHOLE#809-C111A ELEVJ609 35v12PO 1=w STORM PROFILE @ e -m MANHOLE#809-C2]51 V1 i-v 1 PROPOSED O nN�€ AT E NOV SO ^ PE Esoce MqN-crz]a. 1YPE "=a'om 90 ^87 'm9 90 _ ^ XISTINO GROUND a DUN JIM RIM 8621 Ia ATNOW sD I3 ((Irv)e�. 85 'i�k 85 iE 90 - �E (WIPE �ww 80 80 W 85 flM 8' WATER J 7801 75 BS 80 80 FORT �RCP 75 75 Ex4F 21"S1Nrq%E m21' SWOM(DIFFER EEN 28 B9• EIEV, 7597 NEW 8 EIEV 7931 3 S 30- SD PP STORM PROFILE @ STORM PROFILE @ MANHOLE#809-C2]53 EXISTING MANHOLE #809-C711 iz e rm STORM �� 1 PINE DIM E 3.ER MOT 3TMI NUNN � e 1MUNIxm 54IN DIlw PINE I1 I MOT V MDARD PROPOSED NRJux RIM 8Jumom� ` AT E OF NEW sD IE (GUI) e3 411r ME 1-R'Q PIPE Ep GROUND _ _ _ _ O S eTf NEW 0 s) 511NG GROUND .� PIPE m5 - X S OF NEW D (N) 90 90 PIP81 E 85 85 QSONX /809-G110. TI 3-48' mMW 1 IS (Ix) 132 r (s)B$ 86 8 112' 88 IEI(ON) 81.21 21 12" (W)LF - P 0R ]5 ]5 ]5 75m�®Dsm W2049 IXbE 8 SE EN 8' WATER fxOTr EEEv 8'SVUG SEWER ELEV 7979' EuTe8088 841EN B SANITARY SEWER EIEV W 12' STORM PROFILE @ STORM PROFILE @ MANHOLE #809-C11A MANHOLE #801 V1 I. -IF iI 11 12Y 0 AS -BUILT KEVMAP Dq g E PRI MUNI 4TH ST PRESERVATION CP2102 �rt AUBURN WAY SOUTH TOLST SEDIN 1 STORM DRAINAGE LATERAL PROFILE DIARMO & r;ii. 5 4TH ST BE UI Jeffrey BenOer. Pmlect Manage) •y ® STA 12a68 TO STA 25N 1 aEI as CONSTRUCTION NOTES STORM a=1` o RANDOM <e IN DIM, TAPE 3 PER W.EI SW MAN F es �_ IN N. CATCH PENN TAPE 1 MR NEXT ED, TURN 0-5.z}01 ATtOFDRWSIT nw8"T 'eS EXISTING GROUN � �m� m PROPOSED GROOM OF 8� �� m HER S° E IX6TIT G GRGI AT p Of NEW plp AT R OF NEW so FF� m� S° +o cFOuxO PRE _ GROUP! PROPOSED-'"80 _ -"" AT �nwso RED AL Q OF NEW 50 90� ____ _ AP[ w PIPE 95 95 Q SDCR /009-CJOR]. ME 95 9590 CR /810-C110C TPE 10 M32 PROPOSED GROUN �o ST NG GROUND RI 8919 IE (OU7)03 62 13IM (N) AT Q OF NEW sD Ap@ OF MEW SO IF(All85 GO 12- UP) 85 R8 PIPE a4 PIPE B5 0 8S 90 90 Q SON„ /009-CPJS, TYPE 3-18 90 90 SMX /810-CR919, TYPE 3-I8' 6 ME II WC RUN, M BB Bfi N IBN g00G �Ca N810-C2818, TYPE Q D o 05°S IE (IN) 8411 12' (SJ 1 12 IE (IN) 86 J1 (EFW R Po°1 BO 80 IE (Ix) a+n 1T (E) S°W SOR IE (Ix) asap 1z' (ROBS (oM uaJ a' (n) IS (OUT) Ba 01 12' (WJ 85 85 EO IE (IXN) 81 12• ON) 89E Bo 0 [NISI. a SS GRv Oe9A LF 1r FVG Z] 1f iz• 0.0 sD a 050R EILV SOME' EW 8• WATER So 9 0SRS 80 80 UEV& 18 ao 80 NEW 6' WATE E+SI 8'SMDA91' SEWER EW 0•ESVIITAN SEWER EIEV 8z 64 cliv. 8i80, E1EV 0111 13 ^'c STORM PROFILE @ STORM PROFILE E%5L s'swnanr GO so 0 osox END6' SANWART sexm FLEE M 8232' MANHOLE #810-C2919 MANHOLE#809-C2755 STORM PROFILE STORM PROFILE@ VIDIF MANHOLE x1-3V „117VIT MANHOLE -C2757 H 1-20 „ rviD 7a SEES GROUND AT OF N Ep GROUND PROCESSES GPJUN PIPE AT Q OF NEW 50 Al PV OF NEW SD -- PROPoSEDGPOVN PIPE PRE nn-D AT a of HEAP so _ PIPE DAN #809-cn6o. TYPE J-ae'� E%Imxc ceoun° h W RIM 9267 AT Q OF NEW EXISTING GROU A PROPOSED GROUN r Vol PIPE IF (IN) fia zz irz" (x) 95 - - mm95 IE (IN) BB q3 1P No QSCC9 /81DI TYPE __-_ ATiorPER so tt °+ ATLOFNEWSo 7- mR; IE (ouT)eYa 1z•(w) mN elae - nPE PIPE $ IF (OUT) as26 1e• M) 95 � EFImNro cPoUND mo$ 95 _ 95 p2G06 /010-09ASO Pil pivaDas R1AN r0810-C1oa5, TYPE 1p AT of xEND So w�, ms RIM v/60e-c375o. TYPE 1p 90 90 IE (OUT) 66n0 12- (S) IS V000 W26 1V (No - - IF (OJI 0826 12- (N)v 1r90 90 95 Fo90 9D DIP QSOYH /010-C19L RPE 3-AC' - So O 0505RIY 9390 --- 85 85 IE Brv) eaAz 1r (s) _ _ _ JaYP¢' nrx a YP 1z" DIP IE IN9 ass 12' (E) so osox sD o 0ss 85 85 IE (OUTI BdA7 12' (x) 90 90 85 85 36 V m osox So 0 050%c 37 E 12• we S 0 D4C3%� STORM PROFILE@ 80 W 85 5o 0 85 80 e9 MANHOLE#810-C19J EW 8" WATER 7 If 12- W1.• NEW 9' WAT VI y flN8J.80 EIEV.0600 EN 0' SAVE ST SEWER N-.1�ttl STORM PROFILE @ m o 0 sox ° 31. s STORM PROF�L� MANHOLE STORM PROFILE@ MANHOLE#809-C2760 ii 0 x Vow MANHOLE 1 #5` -C191 X-1ysw KEYMAP q „1-JD - AS -BUILT � �ARIAMA ,�DYG g ceFEi?y4TH ST PRESERVATION a CP2102 g DTj A in�l s m1°-M. iwwui�W f+ MANAGE �� AUBURN WAY SOUTH TO L ST BE g2121 3 i ` STORM DRAINAGE LATERAL PROFILEAimmR1a8 1�nguMor R 4TH ST BE Uozoz $ JaOey 0en0ac PRI Manager Jq 36 STA 26a88 TO STA 37+22 SHORT qR 100 95 9� 80 75 70 20 sTa��Nw N�ALE IN FEET EXNTNNG ACHED AT OF MIN JEFT PIPE EX, 12- DENIM as T THE -PROP 12 I WILETE )THIMENTAT NOTED, AUL DIMENSIONS ARE IN END AND CONCAVE BODO ARE IN INCHES TNE ENSIWO UFUTES TER AT nr xwixw. o C RESTORE IMPACTED FROM WATER METER NEI w. nAREAS ROACam W WATER NIT NER COE IT DETALT- T N 6, OONWETE THRUST MOONNO DEEP OCA MIw META( W-01 CONSTRUCTION NOTES: WATER Q l� wunw. FONT TYPE AND aaJWN POOR T MATTER SENTENCE µ �xmu2 N ONE DETATALL ILS 1144 AND v-xiTErrw M W ® IN r HAT AAA PER Cak Sm Z ALw-rRw i AND O i� S EITHER MINE OF THE SANITARY USOME TO STOMAa nc O INSTALL-e COwTc saV2 OHAL I1- 45 BEND (Ma)W/ wmm AND vev..i FINE HEDRAHT DDEEMBLY PEP COB END TO MAN USN� MALT LOCE - HORNET VALDEAND BOX ® CA$TNE WATER MAN TO BEAANAow+m IN PUEE. REMOVE ONLY ks� NEEDED TO PAINTRACT MEN BE RABBI ONE �'NrvN Pwrz. METINBOX a ABANUNL O DON 100 95 90 85 80 15 70 LEGEND: �xu o WATER METER NOWT, SEE TA OW SHUT DRUM PROFILE '""' 55 fo H-T-m AS -BUILT Avg KETMAP $ A T' ''HW_�h�'o anaeci ewEnrrx w 4TH ST PRESERVATION e1j CCP22102 AUBURN WAY SOUTH TO L ST BE Q..��J 1\y�1��7 WATER PLAN AND PROFILE Y133 9€ sTuSr °ye..,:O:E �/J ��� .arre— IRN101 wwsxwarox 4TH ST BE bRra/lendr. Ropd E4nger aan 31 3 STA 10+00 TO STA 14+00 ME N >O w LU to 0 O t 7 H Tn LLI Z J H Q 100 r r 75 70 STA 8"W 15+00 STA 28.87' LT 322 D ST SE 4TH ST SE - W STA 15+27 16+00 LT u C ST SE y I SWEEP WATER LINE AROUND GA 81T1STA i6t38.94, VALVE AS NEEDED TO MAINTAIN 29.03' RT 3 A MINIMUM 3 FEET SEPARATION. 402 4TH ST SE 412 4TH Sl SE 420 4TH ST SE 61 426 4TH ST SE D SE LATERAL S E DWG UW203 STA 15+18.65, STA 16+47.80 z s s 29.01' RT aAzoe 2 z a 4 29.06' RT 2TA E 3 a STA 14+08.32 80 2 64.14' RT 20 10 0 20 40 REMAINDER OF PLAN - SEE UW203 scPEiNzo' SCALE IN FEET W 1n U) E ST SE LATERAL w SEE DWG UW201 12 I BT 430 4TH ST SE 0 e 8-N co >O eo � LLI Lu to 0 -- O W 18 � U N N w N v N W W U W U > Y W U W N > - U 3W to Q N 3 U ¢ EXISTING GROUND AT LO Of 3U �� a w ¢ 3 OF NEW WATER PIPE W� >cW Q ti� w kW w� ; Q 3 3w ¢ �� PRO OSED GR DE AT z Q 0 NEW WATER PIPE 31. 3.5'MIN 6 w 3 z W z W z TYP. z w z 16" SO PROP EL 3397/mmmmml IE 80.0 MIN 20 EL 82.81 z1 L 83.36 1 777 E 78.14 T EX. 8" SO IE 80.2 EL 78.1 z2 (ABANDON 400 LF 8" DI CL 2 WATER MAIN PROFILE V:1"-5' H:1"=20' n Ci 100 95 •1 MR GENERAL NOTES: WATER 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET AND CONDUIT SIZES ARE IN INCHES. 2. THE CONTRACTOR SHALL POTHOLE ALL POTENTIAL CONFLICTS WITH UTILITIES TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTIDTIES. 3. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 4. RESTORE IMPACTED AREAS FROM WATER METER REMOVAL NA ROADSIDE RESTORATION. 5. TYPICAL WATER TRENCH PER COA STD. DETAIL T-01.04. 6. CONCRETE THRUST BLOCKING PER COA STD. DETAIL W-01.1. CONSTRUCTION NOTES: WATER 1� CONNECTION TO EXISTING WATER MAIN, VERIFY LOCATION, JOINT TYPE AND ELEVATION PRIOR TO CONSTRUCTION. QINSTALL WATER SERVICE CONNECTION 3/4 IN METER WITH 1 IN DAM. SERVICE LINE PER COA STD. DETAILS W-13.4 AND W15.5 AND SPECIFICATIONS. �5 INSTALL COMB. AIR RELEASE/AIR VACUUM VALVE ASSEMBLY 1 IN. PER COA STD. DETAIL W02.3. �6 INSTALL DUCTILE IRON CASING 14 IN. DAM PER DETAIL 1, SHEET UW501. CASING SHALL EXTEND 10 FEET BEYOND EITHER SIDE OF THE SANITARY SEWER OR STORM CROSSING. �7 USE PIPE DEFLECTION TO ACHIEVE BEND, MAXIMUM ALLOWABLE DEFLECTION PER JOINT FOR DUCTILE IRON WATER MAINS SHALL BE HALF OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER OR 4 DEGREES, WHICHEVER IS LESS. PROTECT EXISTING FIRE HYDRANT IN PLACE. Q ADJUST VALVE BOX TO FINISH GRADE PER COA STD. DETAIL T-05.2 1-8"x4" TEE (MJxFL) 1-4" GATE VALVE (FL) 1 1-4" REDUCING COMPANION FLANGE WITH 2" TAP 1-COUPLING, 2" MNPT x 2" COMPRESSION ADAPTOR FOR 2" POLY. PIPE z1 1-8" TEE (FL) 2-8" GATE VALVES 1-8" ADAPTER (MJxFL) 1-8" SLEEVE 22 1-8- TEE (FL) W/ THRUST BLOCK 2-8" GATE VALVES (FLxMJ) 3-8" SPOOLS (PE) 2-8" 22.5' VERTICAL BENDS (MJ) 2-8" ADAPTORS (FLxMJ) CONNECT TO EXISTING 8" GATE VALVE AFTER REMOVING TEE AND THRUST BLOCK. 80 EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE SECTIONS ONLY AS NEEDED TO CONSTRUCT NEW IMPROVEMENTS. ABANDONED WATER MAINS SHALL BE PLUGGED ON THE ENDS WITH MECHANICAL JOINT PLUGS. 81 REMOVE METER/VALVE BOX & ABANDON EXISTING SERVICE LINE. 82 REMOVE VALVE BOX AND OPERATING NUT EXTENSION (IF APPUCABLE), BACKFILL VOID SPACE ONCE REMOVED AND PATCH AREA TO MATCH FINISHED GRADE. 80 LEGEND: O VALVE NUMBER ❑4 WATER METER NUMBER, SEE TABLE ON SHEET UW501 75 i»>r PIPE REMOVAL NOT INCIDENTAL TO PROPOSED PIPE INSTALLATION 70 AS -BUILT � 3 f 4th ST SE KEYMAP BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 NO. vale: I KeVI5I0n: completea by: BY: DATE: �gRLIry OT WAZ,Gsy �M1s rO "e R°= 9S10NAL £�4 2/23/2022 * AOF -../ MSCALE: WA$HINGTON REVIEWED4TH PROJECTCTMANAGER: DATE: ST PRESERVATION AUBURN WAY SOUTH TO L ST SE WATER PLAN AND PROFILE 4TH ST SE STA 14+00 TO STA 18+00 PROJECT NO. CP2102 1 2/23/22 DC 1 -ADDED WATER LATERAL AND METER REPLACEMENT TO D ST. J. SANNON Designed JS 11/29/2021 Reviewed cP 1212/2021 Signature Jeffrey Bender, Project Manager CONTRACT NO. 21-33 Approved JS 12/16/2021 ONE INCHLss�% AT FULLSCALE' (IF NOT, SCALE ACCORDINGLY) DRAWING NO. uwloz SHEET 32 of 88 File: Cn102-UW00 MG N w 1n 0 i y LEI RC f 100 95 90 85 80 75 �o ED ANSI N o 1100101M■■l,■nl1■■■■■-�■ MEN PIT w N 0 iy r ELI J U f 100 95 90 85 80 75 0 PROFILE ES i-w ITH x iinARNEL ve HWMC P W Ci unwf£ GUIDE KKmw s �>naa :•" `'. a aErw "l'♦� .'_ .: J" 9fN )WRMN Jellrey BenOe�.PmleG M Mager _, MaasaK ARE IN FEET AND MUMBE TO RESULT THE WAZONTAL All) ARITHERE. WOMEN! BE ME EAGGETNU DEGREE I STILL MI MATTAGAMI WEAPON SUPER AT El A MMMUA C NITRATE REACTED ABOVE MEN WIN METERT NITRATE. GA REBATES TERRARIUM SEES RETIRE v-a CONSTRUCTION NOTES: WATER PAN ADD ELEVATION MI .O CONSTITUTION UNTAUGHT JUP. PSI WATER SENATEPP,OCAST DETAIL N 134 A4 A INTER NDDGn55 AND PRE REFLECTION TO AGNEW BEND, MAXTI SUBSTRATE U gPwcx MANU Qo ADJUST ECTON PAID "AT FOR WATER FROM WATER WAS SUALl AN VIEW ADFAX TO FARM GRADE FARou ME rcrAa ra-Pta2 ® �� TO MAN a(rt) IIIMUTUAL aax 1 11e' Eanwo RAN MURDER ryp O RECT TO TESTAE 12' Do ARM Mw ANSWERS WE NEED N TRUST AWAREEXISTING WATER MAIN TO BE ABANDONED A FEARS RERNK NANCREMED WATER WANT MAJ. IN PLUNGED ME EMS �iunAER001& ABANABANDONiN EXERTS sseTI NG U.E ® BANK FALK w. AND Mr WATER MEMBRANE AND PAu AREA MM.,T+EAwDE GENEVA MEANT ARSENAL' TO ELEGOTY AND PLUG PUSH PIPE ENDS AUN MECHANICAL HURT MUGS, KNOW VALW BOX, SAM AND UNDER ASSEMBLY, BANATILL SURE) SPACE EDGE ARRIVED AMID PARGH SEEN TO MAWl TAKEN GRADE LEGEND: :""IE ARE IMMUNE. USE INGAMENTAL TO MENTIONED FEE ISRAELI 0 AS -BUILT KEYMAP NABREA MINTRIALLAKIMYROM 4TH ST PRESERVATION FRACTURE, AUBURN WAY SOUTH TO L ST SE GMron Ma WATER PLAN AND PROFILE R1 88 4TH ST SE mills STA 18+00 TO STA 22+00 ;WET 100 95 IN 85 w 75 �0 sPai�Nm N G, 1■�,IIi1�I����l�l�� ED 100 95 90 55 50 75 70 PROFILE H I'W n onre. uhEwmn x iirzve HWryryP AgFW MVNfFI!- DECIDE SCONE s irnnrz i'V '• a mYW E fR Y�„1'+ �SmIAfUR Jellrey BenOec PmleG M Oager I UNLESS ONEINKE PREEN. ALL ENDORSERS ARE IN FIXa AND ME ECANDONNO MOUSES 4, RESTORE HARMONIC AREAS RAN WATER MEENER 01 W sm rcwL IN CONSTRUCTION NOTES WATER µN . ]Ta�aN. COST DONE PRIOR TO SHOSSONUCCUES. BRANDS ONE PAN ros..0 IN )AM wST) DEAIN IM 44 µDW155 IRE ON µD INST© SPENT CRAFT SPEND 10 FEET w�M I (RAWT a'N NN AN METAL 1, SMASH LMI E.AND DUPER SIDE OF THE SµD.... NEW OR SPIN G1090, USE PIPE DEFFECTIOD M ACHIEVE BEND, MAMMON ALLOWABLE DEFLECTED PER JOINT FOR DUCTILE RON WATER MANS STAFF ME HALF OF ME MAMMON JOINT DEFLECMN Q PDEEES ROTECTrnS x ISxEES xrn ME riaE MANUFACTURER re LAUT QADAPT PT VALVE mz TO FORM mrtc RUE Gu Sm rcu NOI Q Nveu -@F COUPONS RUPEE AFTER S r 0 DROPSx ]TRUST NIPPON QONLY AI III TO SONSTROCT NSA 1paip1`° AAXR MAPS SMALL K PLLS� EN EXwivaNaEwa auaEnEo. IS .e.roENII LEGEND: E) WIER MISTA NUMBER, SIX TWE ON SOME WON ... H AMAP AS -BUILT � W� a 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE X; w R1 as WATER PLAN AND PROFILE 4TH ST BE 10a STA 22+00 TO STA 26+00 a 3 w 0 S N (n W Z U Q f acWE N PROFILE x i-m BESIDE ALL SOMEONE,OE IN FEET AND CONCERT SIZED JOE INTHE EXI III OF WE RELATED FROM TO 4, RESEEME WASTE AREAS DP NAME MET. agLR NEW 3EWCAL WANT BETTER PER CAk ED DENSE a - $a DEIYL W 0I w CONSTRUCTION NOTES: N WATER MPETING TO EFFEEN' WAGON WIN. MOST w.NL..RNT mE ALND EIFGAI PRIM(ABSURDNESS, + MF4L WADER OURREIIN MAN Oiin: Nino REGARD ONE ON GA so DETAILS wi".5 um AIX Tms F LWArtx Oi INSTWRAC[ cw - xw y SED DETAILS W-nw AND wlse AND SPECIFICATIONS POOREST TAILPIECE TO EXISTING SERVICE PIPE OPPOSE W EXISTED AGREES PIPE TO OFTEN TAILPIECE, REMOVE z W ANG PETER BOX AND BURY ABUSE OINSTALL = COORDINATE ROTATIONAL EPA PTO NI FSPECIBECATOW Q aaunCiEE PETRI EXISTING GRACE ONE AFTER NE EGA MET OFF VOW E. ORUA.9 PADS mz NA FIRM TERM TEA mP STO DEAL NAPS 1-ems' TES (a) w/ m ox e-Y art Vur[z VORDEN I-C ABANDON NEEDED o-C 21 wvml SEND$ (NO CEXISTING � NATE GONE AFTER CORRECT TO NEWSPRINT EXI 100 Our„ Ta. 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CANNIEST- �"WINOFTEN REASONS all8 6 2830E . mwn an. .wt mrt vxs. x FIT CXYNSTRUCT TOM IMPROMMUM _ xcnw5 EXISTING SAW WIN TO BE OTANDSONED N NUT OST 8=3 .n x gA 30, 91.8 5 ait nx S'r x a ONLY xi suu aINwpm BE ra wus YEN Ma NICaL mM PNEM LUGS 0 fli r e O KNOBS FALNE ON FINISHE(HtE NNIS 4G D OPERATES RUTD TEES ADwo REA YN[ ® TA G' EA TO MA EN x Nm 10 0 zt AS PLAN TANNI IN FEET 05 105 LEGEND 100 100 Qfl ORN WTTEERPE Q WAM MI ENTER, BE BATTLE ONNEET KNOW O TURNOUT D AT rrrrr ONE RxNu NJT iNtIXN W TO FACPO#U PR iOSTxunW 85 85 MAIN_ ss PROP iS s 90 �iE 663 85 1'MIN Ty 86 E e IS "BllW i(ANEONDE 873 80 80 350 E, Oi 0. 5 WATER AiN 75 ]5 0 KEYMAP PROFILE AS -BUILT NBUR i-NAMA x � s OW "BANDONirnMaa ''MT. ry o o wre 4TH ST WAY SOUTH TO L ST CP2102 arcw J,x AUBURN WAY SOUTH TO L ST BE WATER PLAN AND PROFILE R1 38 §§ sru '� s.'A �e lwawruEox 4TH ST BE IM'1o6 Jemey ReNOG. SAINT MITI eT STA 30a00 TO STA 33W50 a as .SE[ Ltl6 ycc STA 34an 55 J I UNLESS WO SIZES ME IN BALL pixdap6 ME IN MET WHO COSMISTA 1411 11 56]8 Li NL K 14 LP W 62J MAM STRESSED DURATION OR IS) STA 3Ja1m UTILITIES 324 xSr 1331 Lr T SEA 34L1 0 r/1 I 2 n W 336 L aL ss EASE DELETE UNDERGROUND LOCATION r TEAL AT IT A WIMM 3J 49 i YA SLny N _ STA 34a3427 T• STA 36a9502 C PROCEED REACTED AREAS SAM RARE RENTAL NORMAL w, 3 68 4R4C LT BW LT IT) N n ON STA Aa89WLN-� 349] S III WAKE rt6Xp PER WA ST 04 W Q n t SrA 38iJJ 3J & GERI THRUST wawX6 PEAL CM METAL "-a 1 m 38� LT CONSTRUCTION NOTES: STH WATER wPAPON..nNT TYPE + w 5 6 .n w " w x w w w O � ELEVATED PRIM TO MWERUCHON, WORRY CIA" 1A O Erna s3/4IN µ0AL WE X WOF FEE _ _ nwl_ _ —nw - w A . — �� _ �RT.IMNG .T ER oAnp.IRNADSTAUDMn PER W " S 5s 8 s © SNT� AIL Iw •squA vI6Wu vuH Az504v 11x MA 6 OR SO A INSURED awr� ENo 0 FEET BEYYOND FREE SoE OF THS SANITA Y 2 Z C ED Q DUE PIPE DEFIRTSIGIN TO ACHAVE NUNN EASTERN REFLECTION q s—ss OSENG SSEN MENWMWFOO 1E06%IBMSPEan[p n E PIPE uAKEACTURER m HIS Tq 5OR 4 I O 1i AS TEE NAMES THI(ETRI am SNA aa8518 i 35} 0 \ n STA 34a15.14 Np 2J9 W EB' KN 5!A 3 aJ290 .� $1A 33a8418 BOB)61 Li 20538M M.80 AT 4 STA 3643166 O PRE p T ASS@ Lv NOW •n n US 1w• nx n SE T ED 2888 fli +C3 4 n SE nce nx S s -a Nmx.w x THREAT DAYeM PI j Yw 072 u R1wp.� 06MMrEp�iOAaW� BURR iy I �114tE P(xdR)"/TMM6T lW x 10 0 x w PLAN -6 ART KIND mER PR) n THRUST wOOI BOAIEI'=M N swm(rt) SCALE O 1 CO n 05 05 " 4 6ENG ST E mwsN eLaN O eu... SEW (NO w/THAUSTURNS iW PO os59 E Ar 100 r 1-TS mwxc vmE 1X 219Ero (NJ) W ERAWT naE q % IXGW OAT IBSEN WATER MAN TO $S ATARI IN PEAK BORROW GENEROUS 95 Q P HERE WA ER EASEDEASEDKEY JOINT PS ABANDONED WATER rc 95 w ER PUGGED Ux THE s ALL NEa>wnE xT PLUGS _ Q x EWSALr 8M w ABANDONRE1.�o WISPS UNE CAN FAR TENDERED RESUME AS$EWLY TO BLANK AND KIDS COST PIPE ENDS WER RESSEARROAL MINE TRUMP, NEWAS RARE DF, SEEM AND RINGS SOP 12 So 90 O wTM L, WASTHEED FFILL WO 4cE SAM AUAONED AGE PATCH AREA TO Fj UP "IT N L MIR5 L 8602 P wA 8' 0 85 LL 06O T• TEP MAI LEGEND P0P I m = 5' Ns P 1 s0 B0 E 864 P 838 IE EB4 80 OVAME MusD o RESPOND 1ELTEx NInEEN. SEE TAKE AN SMALL UwAR! 3es v a a 6 wATEx u x VSS PPE 1mKEAL NOT INCIDENTAL TO THOVPSn PPE ilmuuTlw 5 75 PROFILE AS -BUILT KEVMAP HI'ENT PIFAPF vWW g AT 1'bm '•waxPI' o PROJECT RESUMER 4TH ST PRESERVATION p CCP22102 I{ �w f+ AUBURN WAY SOUTH TO L ST BE BOOM ry ogre ��1 REv�EwEO Pr RATE WATER PLAN AND PROFILE R133 sp sru '� i .'A �e waawru]ox n� BE 4TH ST BE IM'107 $ OBTUSE 0enpa. Pmle6l M ana9E1 37 36 STA 33+50 TO STA 38+03 BRIEF 88 E ST SE LATERAL -PLAN 1 sable. i =ro RAISING PROJIND A Q OF NO f WATER P PE MN G NEW AT Q Of NEW w ATER INK ((((((EEEEEIE so E 3 } ( Gorv) 1 _- 12' IE AN.M e J EX 8H TER MAN a D CL 52 WA ]0 70 E ST BE LATERAL -PROFILE 1 wwz scuE i =zG rRRr sale =s �a tw es 80 EX WATER 75 H ST BE LATERAL - PLAN 2 sable.1 w qn No�EN ■il MrREM .'m.m EF ,r'Jm■ °oi 85 80 85 80 15 H ST BE LATERAL- PROFILE 2 xoRlz.srxE 1'-nn veRT seuE e—s owe ICU BO EX 4- WATER M 85 80 ]5 I ST BE LATERAL - PLAN 3 GLAZE TERRY owe ■©■■■1 Tom qkqoml �iJill E� TER MAIN I ST SE LATERAL - PROFILE 3 Hq, _a , gWMaW ARE IN FEET AND COMMIT SZEA ARE IN UMUTEA TO VENF, THE HORIZONTAL AND NEUTRAL U)RCkNAI ME THE DINCI CRUCES * RESTORE MI AREAS FROM WATER MINOR REI VA IC CONCRETE THREAT MI PER SEA sm DI W-a CONSTRUCTION NOTES: WATER NCTIM WI ARM, � '0 AND A I F TO oWMAIII Jwnw, axe TIRE® -C PEE W/ Wran MUI 2-48C MR VALVES N.Mll was MEET z r zv .mucu aws RAN Fs WM �a S (N)r/ °n°mRuza WORK awc °� UPC RATE LEs (a.MJ) )CARTER (FL.MR COMMON TO FIKINING 8' FACT WERE AFTER REI O° I RE (N.)) M/ xalz .«. RATE X4K. I o-r RATE vuus TREAR) t7 rc(%TAl-,S��roTE UPWARD W/ PERMIT BI uRxT ON) IOTALI 1-4, COUNTING 0 �-. 0 TEND SA) Boe.re O WNW.w W/ RAase TEa« AS -BUILT � �� IT ROJECT MANAGER REVIEWED BY 4TH ST PRESERVATIONS CCP22102 arcw J,+ AUBURN WAY SOUTH TO L ST BE T WATER LATERAL PROFILES 21 as 3 ev wTe UNFAwj a ORMINGw �p SCALE '•�cAy CNN IM'201 $ Jellrey RenOec PmleG ManagedWEEP W OF 88 a W ot1 iSw iDY 0 OPPOSED I WE AT OF NEW VATER PIN IRMA GROUND AT EX. WATER I IN 100 95 90 85 80 1 V8'p CL SE WATxERMNN ]5 JSTSELATERAL-PROFILE 1 K ST BE LATERAL - PLAN 2 BGIE. P=A WIW 108 1� % MIIN TER 8D 141 5 CL 52 WAL MN 80 ■■■■■ ■Fill ON ■F�1■a�f 105 100 1T %X AT 1 PIPE 80 85 80 K ST BE LATERAL - PROFILE 2 MARE IT N I=n CAMEROON I UNLESS PREPARE WERE ALL oaasaS ARE IN )ET AND COMMIT MMP ARE INRUMP TO ME, RE WEEZONTAL All) VERXA- URI OF RE PART UI I CALL EMIRS UPARIMPPOUND I MITI AT RE A PRIME OF AS "PARA FEAR TO MTRUTTAI AND, MINE r-a CONSTRUCTION NOTES: WATER O I�-'IA1�rzcN WV TREAT +i L°`" ERIC AND REACTOR FEMER M rn� , VENFP Lo<..�a .r.R. �E VI RE.TRUCORRECT ST�AwAR �R� ®1 8 1 IT (a)W/,�E,� RARE CAVR EI Q ITTA LME TYRANT ASUARLY PER COA AM T = MERE (W.M11 u/ ENE MUM © ES I I W ( PAR) RE RIPEST T MUM [w (aJ R/ marsT BI I -I MARTIN APPEAR Q I W.A (-e ro I MD R1 MPUST EMEX AS -BUILT 4TH ST PRESERVATION e AUBURN WAY SOUTH TO L ST BE WATER LATERAL PROFILES 100 95 m IE 75 D ST SE LATERAL - PLAN 1 SCALE: 1"=20' UW102 � w c� g w v 95 S e e �? inZ viw EXISTING ROUND A � � W� LxuU WS CL OF NE WATER PIPE 3 Wg 90 ____ 3.5'MIN Z 90 YP. 85 PROPOSED ATER AT INSTALL CONTIN OUS RISING SLOPE TO g1 EX. B" DI AVOID I TERMEDIATE HIGH POINTc zo WATER MAIN $� (ABANDON) 1 5 LF 2" TS HOPE DR 9 WATER LATERAL 4 LF 4" DI CL 52 WATER M IN 75 D ST SE LATERAL - PROFILE 1 HORIZ. SCALE: 1"=20' VERT. SCALE: 1"=5' UW102 2/23/221 DC 1 — ADDED WATER LATERAL AND METER REPLACEMENT TO D ST. o; J. SANNON I Designed I JS 1 2/23/2022 SCALE: ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: Cn102-UW200DWG 02123/22 C[I'Y OF WASHIN REVIEWED BY PROJECT MANAGER: Signature A&BUILT 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET AND CONDUIT SIZES ARE IN INCHES. 2. THE CONTRACTOR SHALL POTHOLE ALL POTENTIAL CONFLICTS WITH UTILITIES TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES. 3. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 4. RESTORE IMPACTED AREAS FROM WATER METER REMOVAL NA ROADSIDE RESTORATION. 5. TYPICAL WATER TRENCH PER COA STD. DETAIL T-01.04. 6. CONCRETE THRUST BLOCKING PER COA STD. DETAIL W-01.1. CONSTRUCTION NOTES: WATER Q INSTALL WATER SERVICE CONNECTION 3/4 IN METER WITH 1 IN DIAM. SERVICE LINE PER COA STD. DETAILS W-13.4 AND W15.5 AND SPECIFICATIONS. zo INSTALL' 1-8"x4" TEE (MJxFL) 1-4" GATE VALVE (FL) 1-4" REDUCING COMPANION FLANGE WITH 2" TAP 1—COUPLING, 2" MNPT x 2" COMPRESSION ADAPTOR FOR 2" POLY. PIPE a0 EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE SECTIONS ONLY AS NEEDED TO CONSTRUCT NEW IMPROVEMENTS. ABANDONED WATER MAINS SHALL BE PLUGGED ON THE ENDS WITH MECHANICAL JOINT PLUGS. 81 REMOVE METER/VALVE BOX & ABANDON EXISTING SERVICE LINE. So INSTALL 2" PERMANENT BLOW OFF ASSEMBLY PER COA STD. DETAIL W03.4. 91 START 90' PIPE SWEEP, MIN. 5 FOOT RADIUS, TO BLOW OFF ASSEMBLY. LEGEND: �# WATER METER NUMBER, SEE TABLE ON SHEET UW501 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA EASE CALL BEFORE YOU D DATE4TH ST PRESERVATION : AUBURN WAY SOUTH TO L ST SE Jeffrey Bender, Project Manager WATER LATERAL PROFILES PROJECT NO. CP2102 21-33 DRAWING NO. UW203 9J WATER METER TABLE METER METER NO. METER ID. ADDRESS COMMENTS SIZE 10 80401791 3/4" 402 AUBURN WAY S 11 80384100 1-1/2" 320 AUBURN WAY S 12 80692660 3/4" 312 4TH ST SE 13 78446886 3/4" 316 4TH ST SE 0A 80401772 3/4" 402 4TH ST SE, UNIT A FOB] 80401776 3/4" 402 4TH ST SE, UNIT B 80401771 3/4" 412 4TH ST SE, UNIT A ie 80401770 3/4" 412 4TH ST SE, UNIT B 22 80692659 3/4' 322 D ST SE 80401806 3/4" 420 4TH ST SE, UNIT A 9 80401805 3/4" 420 4TH ST SE, UNIT B 4® 80401801 3/4" 426 4TH ST SE, UNIT A 4a 80401802 3/4" 426 4TH ST SE, UNIT B 25 77944492 3/4' 321 E ST SE 80401807 3/4" 430 4TH ST SE, UNIT A 6B 80401803 3/4" 430 4TH ST SE, UNIT B ® 80401775 3/4" 502 4TH ST SE, UNIT A FOB] 80401769 3/4" 502 4TH ST SE, UNIT B ® 80692691 3/4' 510 4TH ST SE, UNIT A ® 80692688 3/4" 510 4TH ST SE, UNIT B 31 80692571 3/4" 322 E ST SE 80401808 3/4" 518 4TH ST SE, UNIT A ze 80401804 3/4" 518 4TH ST SE, UNIT B 33 80692569 3/4' 515 4TH ST SE ® 80692634 3/4" 522 4TH ST SE, UNIT A ®6 80692633 3/4" 522 4TH ST SE, UNIT B 35 80401779 3/4" 321 F ST SE ® 80692687 3/4" 528 4TH ST SE, UNIT A 66 80692692 3/4" 528 4TH ST SE, UNIT B 37 80692693 3/4" 402 F ST SE 80692689 3/4" 606 4TH ST SE 41 80401787 3/4" 321 G ST SE 42 80692638 3/4" 612 4TH ST SE 43 80401774 3/4' 1 616 4TH ST SE ❑ 80692632 3/4" 706 4TH ST SE ❑ 80692694 3/4" 710 4TH ST SE 0 80692636 3/4" 716 4TH ST SE 47 80401783 3/4" 715 4TH ST SE R 80401773 3/4' 720 4TH ST SE 50 80692631 3/4" 724 4TH ST SE 61 1 80401781 3/4" 802 4TH ST SE 52 80692635 3/4" 806 4TH ST SE 63 80692570 3/4" 810 4TH ST SE EXISTING TAILPIECE UNDER WALL 2/23/221 DC 1 — ADDED WATER LATERAL AND METER REPLACEMENT TO D ST. °f J. SANNON I Designed I JS 1 11/29/2021 SCALE: ONE INCHSC AT FUL' L ALE' (IF NOT, SCALE ACCORDINGLY) =11e: CP21U2-UWWODWG r a. 2/23/2022 WATER METER TABLE METER METER NO. METER ID. ADDRESS COMMENTS SIZE 80693910 3/4" 325 1 ST SE 65 80401778 3/4' 816 4TH ST SE NEW TAILPIECE UNDER WALL 80401798 3/4' 814 4TH ST SE NEW TAILPIECE UNDER WALL 57 80693915 3/4" 326 1 ST SE 80401793 3/4" 818 4TH ST SE NEW TAILPIECE UNDER WALL ss 80401797 3/4' 822 4TH ST SE 83354582 3/4' 906 4TH ST SE et 80401796 3/4' 916 4TH ST SE 62 80401795 3/4" 921 4TH ST SE 63 80401920 3/4" 936 4TH ST SE Ta 80693820 3/4' 409 K ST SE T1 80693972 3/4' 324 K ST SE Tz 80401918 3/4' 1002 4TH ST SE T3 80401919 3/4" 1G04 4TH ST SE 74 80401915 3/4" 403 L ST SE, METER 1 75 80401916 3/4' 403 L ST SE, METER 2 4 3 S 3/4' 403 D ST SE 81 3/4" 405 D ST SE MAXIMUM DISTANCE BETWEEN SI SHALL BE 10 FEET ON CENTER. SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE. PLACE END SPACERS MAXIMUM OF 12" FROM END OF CASING (TYP.) ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF THE INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. CASING PIPE (DUCTILE IRON) USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE). CARRIER PIPE (DUCTILE IRON) NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: 3.1. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. 3.2. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 4. SPACER BAND WIDTH SHALL BE 8". DUCTILE IRON CASING %1 SCALE:NTS \ / AREVIEWED BY �. PROJECT MANAGER: DATE: CIIYCIF Z! Signature WASHINGTON Jeffrey Bender, Project Manager I A&BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST SE WATER DETAILS PROJECT N0. CP2102 21-33 DRAWING NO. UW501 SHEET 40 OF 88 ROADWAY SECTION - FULL DEPTH A ROADWAY SECTION - OVERLAY B PR OO� MIW w,�.+ . lwwo2 i ea :.:,^g arca fe p, a 0 /o° mum N Je11,ey BenOec PmleG Manage GENERAL NOTES TO EISTNO �UTTER OWE AS -BUILT 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE TYPICAL ROADWAY SECTIONS ROADWAY SECTION - HMA OVER EXISTING BASE COURSE / FULL DEPTH C E�ATKTN wTw CEMENT r w$HED W)K °MEW gs° qx OURSE EDGESECTION A NTs OUTTER (TWO AND TIEN Mo MEET E�ATTON Vu EE en-+r GENERAL NOTES TO EISTNO �UTTER OWE N TEN ET TEN imo w�exm wxi.�o r— ° G.w. CATM� qm� .ui SKEE COURSE TOR arxw EDGE SECTION C n.s FEAG Ia IW w,�.+ . lwwo2 i ea :.:,^g arca fe p, ° 0 /o° mum N Je11,ey Ben°ec PmleG Manage AS -BUILT 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE TYPICAL ROADWAY SECTIONS 320 AGE URN MAY R 4TH 11+9835. 34mLT y J Q 41H 11+8154, NGB' Li pj 4TH 134 ?� Or 1T1 11+6912, 21 16' LT Q1 4TH 12+7274. 21 31' e Oi 41H 12+5922, 2134 LT T TO F? 4TH 10+9e 3o. vor LT 13wo - 1 4TH 11 4TH 10+98,30. 2240' R1 4TH 11+ 1 I (1)4Tx rs SIDEWALKTR.wMRTJ I PANEL C) me nuemn rvm 4TH 12+41 fi5. 214T Rxln sL 20 18 m Ej8h suLE 1-m N Oi 4TH 13+5e91. 21 37' L4TH 13+5891. 1Pb9' LT, 5I 13+198. 2136' LIT 1., 2142 LT, 31� LLD Ur 7E APPARENT TRANNI PANEL 83, 2137 RTOi 1R D S Y $fie 8 PP PBEM GATT] GUY 8=� AG x o- rxEa D aEa - - - - - - - - - ---- ----- --- -- _ nx 60 �o BRAD eD GOTTERLEFT EG CL (BETTER NIGHT PROFILE 9GV£ I.-m ROT BY TRAVEL g 11rzn m1G, mwrm mre ea .nnzEM vas„ q ��� cri le Ste_ STAGEe: /06 xaamrulox I„ r RRE." my rnT Jellrey BenOec PmleG Manager GENERAL NOTES: END ELEVATIONS AT SINEWALK AND DIAPERED BE IN LOGAIDANS UNLESS 01THERPRIT mom E, DIED CPSA-CPSOS FOR AEG INTEGRAL GAME UNNEWAYD AND MICOULAFt TAKEN WALL. DONATIONS AND DETNILD PANEL EDGED TRADE EDGED DEMETER PANEL EDGE AT TIRE NEAREST GROUP IN TIRE EXINERNED GDEPALN RATE, EN �m IT PLANE AFTER TINEWAN Is NISTALLED) SALVAGE ALL BERNARD MONLAMENTS NEAR (TEMPERATE 12, SIDEMEN AT WEARANTS SHEALL MILE REGUIREMENTS Of EGA DID RETAIL W-07,Z CONSTRUCTION NOTES: (D CERI NT ( C CARE .CAD BETTER PER M3.DT ETD PLAN, © 1ESDOITAL DRIVEWAY APRON PER Tna-TSrs A BEGAN, OIHmREPPL T GMMERUAL wlLiwsv APPEAR PER aEA-wsls a GRAND IDEPTE DOA SID r3 AD BAuGrs ARDI AND xsBET w.TKx PER COAT AL O RETIREMENT e REVENUE(uRT - ENE APPEARPER TosS PER? AT CENTERED ® TSPECIAL -442 RR PARR - )FE ewAv EAIn COME DID DETAIL FCEMENT -rare CO CATCH EARN CABINET PAR art AGREE ETD Tlw LEGEND T- _CAA. IUAA DEAN TO vsPnE (FELL DEPTH( PRIDE PROPERTY LINE EMAi.NTEmA:nEMTYDME.AY _ RMA HUE [am) AMrm CEMENT WRIMAK PAEaE (PEE DPMI HMA w BEE BEEETRI KEYMAP ty AS -BUILT g 4TH ST PRESERVATION CP2f02 AUBURN WAY SOUTH TO L ST BE mmPxr w 2133 PAVING PLAN AND PROFILE 4TH ST BE Caio1 STA 10+00 TO STA 14+00 ENTER 43 100 BP m 4TH 14+05.319 21.40' LT Q 4TH 14+34.599 120.48I LT 4TH 14+ 0.32J, 23.50' LT PAVE TO CONCRETE CROSSWALK, COORDINATE WITH CP1922 LU 14+72.47, 23.59' LT (nZ4TH 322 D ST SE 4T�<14+ 914±9229'LT20.65' 4TH LT ❑ � Q - 4TH 1.4+92.29, 1 l 04TH 17+71.86, 4�.93LT Q 4TH 17+64.08, 45.931 LT 0-4TH-1 o SIDEWALK TRANSITION PANEL LU in 18 SIDEWALK TRANSITION W PANEL 24 Qi 4TH 16+94.88, 21.87' LT 8 18 24 LC +64.54, 21.87' Iffim1e 26 Oi 4TH 15+81.52, 21.90' LT -J Oi 4TH 16+72.54, 21.86' LT +55 68, �0.04' RT ,3 4TH ST SE 4TH 16+97.00, 0.00' 9 15+00 +00 17+00 SIDEWALK TRANSITION 4TH 15+34.71, 21.99' RT ,� 13 4TH 17+51.89, 0.10' RT PANEL 1e 24 TH 16+54.62, 21.94' RT 20 21 �,. 2s 4TH 1 6+80.36, 21 .86' RT�i 10 Oi 4TH i 5.42, 21 .95' RT 10 24 47H 17+62.932 0.00 0 - J 0 4TH 15+6 .13, 4TH 14+52.88, 36.97 RT 4TH 14+56.229 46.55' RT 4TH 14+47.32, 46.67' RT 402 4TH ST SE 4TH 14+20.16, 41.17' RT 4TH 14+19.16, 41.12' RT a 4TH 14+18.48, 60.48' RT 4TH 14+18.31, 65.48'iRT MATCHLINE - SEE SHEET CP108 .95' RT, `100 4TH 15+83.531 1.30' RTQ \ 4TH 15+87.19, 27.59' RT 1e 4TH 15+76. , 29.89' RT 18 4TH 15+71.20, 29.91' RT 18 412 4TH ST SE 420 4TH ST SE 4 6 4TH ST SE 4TH 15+60.15, 27.44' RT 18 20 10 0 20 40 PLAN SCALE: 1"=20' N SCALE IN FEET \� 4TH 17+15.8;, 1.84�T 4TH 17+12.24, 7.45' RT L 4TH 17+01.28, 27.46' 1 4TH 16},g343,3,5$$E84' RT 1 16+88.33, 29.85' RT 18 16+80.43, 27.47' RT 18 SIDEWALK TRANSITION PANEL In N z Z_ mr + V% X m n LVC 91.6 ' N xxC6 aU1 n a�w m +' n � -1.55% aw a� > - JU E% 71NG GRAD 7PROPSED 86 31 .9 811.0 811.0 8 .9 8 .5 8 .0 81.7 81.3 8 .0 8 .7 86.4 86.0 8 .7 81.4 8 .0 .7 8 .5 8 .2 .1 8: .8 88 OS 87 74 87 43 87 12 86 81 86 50 86 19 85 88 85 57 85 26 84 96 84 71 84 52 84 34 84293 84 8 .63 87 32 86 39 85 40 8 .51 14+00 2/16/221 DC 1 - ADDED FULL DEPTH HMA TO D ST. 15+00 Z. ESQUIVEL I nesioned I ZE 1 11/29/2021 SCALE: ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: Cn102-CP100DWG 16+00 PROFILE SCALE: 1" = 20' H=1, V=4 o:TWA H s�ENy 2.4 mTy� 5355 �� 4 alsTb l= '9S10NAL �N4 2122r2022 17+00 AWC[I'YOF Zl77/� WASHIN 100 I �n�nln• GENERAL NOTES: 1. SEE CR301-CR302 FOR TYPICAL SECTIONS. 2. SEE CR501-CR508 FOR CURB RAMP TYPES. 3. SEE CR509-CR515 FOR DRIVEWAY DETAILS. 4. CONTRACTION JOINTS TO BE ADDED TO RESIDENTIAL DRIVEWAY APRON AND CEMENT CONCRETE DRIVEWAY APPROACH AT PROPERTY LINE. 5. CONTRACTOR SHALL LOCATE ALL SIDEWALK LIMITS TO NEAREST JOINT IN EXISTING SIDEWALK. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT SIDEWALK AND STAIRCASE TIE-IN LOCATIONS UNLESS OTHERWISE NOTED. 6. SEE CP501-CP505 FOR ALL INTEGRAL CURB DRIVEWAYS AND MODULAR BLOCK WALL LOCATIONS AND DETAILS. 7. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT TRANSITION PANEL EDGE. CONTRACTOR SHALL LOCATE TRANSITION PANEL EDGE AT THE NEAREST JOINT IN THE EXISTING SIDEWALK. S. PLACE 2" X 6" CEDAR OR REDWOOD FORMBOARD AGAINST EXISTING WALL, TO REMAIN IN PLACE AFTER SIDEWALK IS INSTALLED. 9. PROTECT ALL EXISTING VEGETATION UNLESS OTHERWISE NOTED. 10. SEE CT101-CT104 FOR MONUMENT LOCATIONS. CONTRACTOR SHALL SALVAGE ALL REMOVED MONUMENTS PER CONTRACT SPECIFICATIONS. 11. SEE CT101-CT107 FOR REMOVE AND RESET LOCATIONS. 12. SIDEWALK AT HYDRANTS SHALL MEET REQUIREMENTS OF COA STD DETAIL W-07.2. CONSTRUCTION NOTES: iO CEMENT CONIC. TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-04. O2 CEMENT CONIC. SIDEWALK PER COA STD. DETAIL T-15.1. 10 MAILBOX SUPPORT TYPE 2 PER WSDOT STD. PLAN H-70.20-01. 13 MONUMENT TYPE A PER COA STD. DETAIL T-46.2. 18 CEMENT CONIC. 2' X 2' SCORED CEMENT CONCRETE SIDEWALK PER COA STD. PLAN T-15.1. 19 SPECIAL BRICK PAVERS MATERIALS AND INSTALLATION PER COA STD. DETAIL T-44.2. 21 INDUSTRIAL OR COMMERCIAL DRIVEWAY APRON - 2X2 SCORED PER CR509-CR515 @ CP504. p3 SPECIAL BRICK PAVER - DRIVEWAY BAND PER COA STD. DETAIL T-44.2. 44 CEMENT CONIC. CATCH BASIN GUTTER PAN PER WSDOT STD. PLAN F-10.16-00. 28 CEMENT CONIC. PAVEMENT PER COA STD. DETAIL T-43.1. RIGHT-OF-WAY HMA DRIVEWAY CLAIM TO PRESCRIPTIVE HMA (FULL DEPTH) RIGHTS 80 CEMENT CONIC. PROPERTY LINE SIDEWALK/PAVEMENT/DRIVEWAY - HMA (FULL DEPTH) COLOR STAMPED CEMENT CONCRETE/SPECIAL BRICK PATTERN - HMA (FULL DEPTH) ,,.;., ROADSIDE RESTORATION GUTTER LEFT .9 EG CL 14 FG CL GUTTER RIGHT 18+00 REVIEWED BY PROJECT MANAGER: Signature DATE: Jeffrey Bender, Project Manager A&BUILT 0 - a am ST SE KEYMAP qNp BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST SE PAVING PLAN AND PROFILE 4TH ST SE STA 14+00 TO STA 18+00 PROJECT N0. CP2102 21-33 DRAWING NO. i I 2 WJXE i8a0039. L41X 18+3281, 2733IR 1Qe PAI ELM4TH 18+215& 2977 BE n 5[ 'H 18+1158. 29 JJ' Rib 4TH 18+8533. 21 18a0034. 27.33• FITS' TO 47H 18+8533. 27 AIN 2o+7200, 4002 LT AX 20+86 70. 4136' Li w 41H 20+8549. 002- LTO 4TH 20+69 V. 2084 LT AHN+9J24. 98Y Li Oi 4M 20 ie746 s[J9 Li IF AT NE LL 4TH 63 589, 21 Be LTo m 6np f VN 21a24M. 21 A' =LX 20+6102. 26.19' X 19+1$36; 11,�9 4TH 19+59�1 J, 21 ]1' RRIiO o 1/ 4TH 19+34.17 2725' IED 1,0229, 25 a5' RT 4M 19+2J 92, 29]8' RT le RX 31+11 AN, 21 26' Ri 4TH 19+16* 3QSRIe 2, R! 1 O 4LH 19+10 J0. 2J 29' R1a C)4TH 21+3144, 2176' RTJ 4TX 16a95 J3, 2181' HfOi _ 04M 21+31 (1 29 AGE �' RT Q - Qe RH 21+00 2A. 29 2E 10 0 2E 4p PLAN xSENATE 2P IN INEI x7- 8 LENT [ry 2a 60E0 IV $ $ $ s S g W IT €n w w w w p 00NE GENE f EE' EN ED ED 2 low 8 1 Z E 1 8 INA 13 & a 5 3 CNTERLEFT OS GUTTER RIGIR 21 PROFILE SCALE REM HI WE DANIEL WE 11rzve mIG, Pno9EAMD x:MEMrFn wre va-„ PIG wPw. +X 1>narz area lT uu 0E Jeffrey SeI Project Men „/o° xaamrxriox ,,,,, NProT ecuewanuwEP v"vx age GENERAL NOTES: END o�ER� mom MI INADDK WALL DELI AND DETNILD PANEL MNX SNALL LOGGED TRAGENTING PANEL EDGE AT ENE NEAREST JOINT IN ENE EASEEME GI SALVAGED ALL RENEWED MONUMENTE FILE CONTRACT GINEMEWALLENS 12, SIDEWAN AT ELEMENTS SMALL MEET REEMINEMEITTS Of DEAN SED METAL WI CONSTRUCTION NOTES: o (E „_ A ALEC EVEN AND aPw Pw M2oeT AEG I F-10Q (EI TAPE. SIDEWALA PER con Sm WENT 1-,s, G (E, TAP Eornw.w GLEN PER)sor Sm PLAN! 04, © 2Po n.0 ovnEwnv APRON PER ENNUI A w QMELABAC smnl rvrt 2 Pm R.NT STA wx x-J09ra, ID CEMENT wm ONG T A 2 s RMERT E 44GAI gMwW: PER CONA PLAN ®FEADENTEAL DRIVEMAY rrew - za s<mn wE RNB-CAI IN� AN ♦ PER -Rrs,s AT.MTw1 _ 2)(2 SwNn ® SPIPPAL T-af.z VINCE EAGER _ nmrrnY BAND PER xA DIDDUAL O _, , - ENTPER CATCH BEEN ER PAN PER MSEGT ST) ®CEMENT m1c PAMENT PER xA se. RINL T-wR, LEGEND E NAEDANY DEANRIGHT-Of-WRY INGIN E uN (TPu REPnp RIBCS PRAPERTY LINE M OLNEPAuaENT2rym4MAY _ HMA "I Earn) STAMPED CEMENT cCGI w PnTRRX HMA (mu DEPm) Elm pnMaE wsrtPAn� 0 AS -BUILT KEYMAP oil 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE x; I PAVING PLAN AND PROFILE 2130 4TH ST BE CP1w STA 18+00 TO STA 22+00 'MEET m OF as "] AN 21+w 00, 20 AND. fr W N GV Gass PANELSIDELONG TRALLY 9iX 1Y3g122. 1.83Y L r OQH 25+59 BB, 2181' 24,00 aiA 24+9440. 3295RT 25rt0 715 4TN LT SE H 22+2808, 2249' Ri ""'='-"" 29 9P. MIT 24+it]� MET ow BY NNNED�/ 1 4TH SE 6 MENED 69 +NTO I SE 4TH ST SE voe nn _ m nx ST F612 NR En4SED M.uL WOODEN! SEND MAE NOW IN ODE PH 24iA 39,`3748-M 04TH 25+1]3]. 148' Ri 20 10 0 20 a PLAN2P x SCALE IN IMEEE 0 U w N 0 b SAM N Z At 2 END I% F♦ W m m e w 6d 05R 130AAGE _ IN TEAM AR JD7 ,A YDIEERLEFT FG AT. 8E YODELER RIOIR DEANE PROFILE SCALE.1VITT Ell FEE DATE, a have iNPyr STALEMATED BY DATE a? w swe .; ",A .xaalolm4ox w:o. waE.Da.w,,.i ,a... •+^ .bmWr RW.a�. RTDrea M."pWr GENERAL NOTES: I SEE PAW AURB WAY TYPED ME CONTAGION DEBTS ED WE AIOM TO RESIDENTIAL DFIVEDWAY APGAN AND CEMENT MEMORIES DWASKI APPROACH AT PAINNEING ONE ELEVABONES AT SCESSALK AND DOMINATE BE IN LOGAIXANS UNLESS 01THERPOCE mom IT SEE PAW AEG BECAME. MEET ETWEVEDWAYS AND MODULAR WAGES VOTE. MADEPOIND AND DENJILD PANEL EASE SMALL ADOPTED TRAGENTING PANEL EDGE AT TIME INTEREST DEBT IN TIME DAMIETTA GDENALY AN PEACE 2T A 6- CLEAR AM REGARDED FEEMISCOPE) MODEST ENDING 9, PINTECT ALL OWNING VEGETATION LIMPLEAS DECREASE NOTES SALWAX ALL REPARTEE MONLAMENTS PER CONTRACT MOVE W-QPZ CONSTRUCTION NOTES: O m NT PA 4fHc EYES AND artrtrt SEA ww nx WASTE S Qx mENT GAS, Sm[wnu PSrt SEA SEA GSwE S-Ise Di DELETE STAMPED au[rv. Caq¢rz 0 RPEmEN,uE DR:.Ew.Y ALMON PER mys_g515. Di ONES" uEx PENCE TAY 4 rtrt WASTE SEA PLAN M-b10.03 T TYPE A PIPE SAW SEA SENSE ® E-M µSW MATCH uw (WINTER PM 4rtR WASTE SEA PL.w LEGEND T- -WHY mD NPOTEMAY CLAIM TOsuPnrc ., >�> ."4 (EDGE DEPTH) PE TY ON WESEPAGnLNTe0"eEWAY "MA (PULL gym) STOP STAMPED) CEMENT TAKEN Purz9x "NA (PULL oEDm) A H�Y�AP AS -BUILT Hex oil 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE m"ro m 2133 PAVING PLAN AND PROFILE 4TH ST BE CP104 STA 22+00 TO STA 26+00 ""D BE OF as 4111 2642653. 42J]' LT i P -4TH 26+2550. 4018' LID 26+2639,"3Fff Li 4TH 26+096. 42,42' T25 QaN 28+66M, 36.73' 28+BS Q. 4159LTC) CABLE WIL, ORANGE AN ws[ NOW t / s wD .1x zr s[ 84T1 29 «9194. 21 MJ • •' n suN mAxSTAN 1 ax n+M93. 21 s RI T11 26n]20, v fl5' Rr Q41x 29119 9. 2190' HE EASED QRx Da]B. 2, i250' R1 Oi 4TH 28+3521. 2183' 41x 29+3R I0. 21 M' Qx 4TH 2T+3055. 2s 82' PI ()4TH 29+41,22. 2' 4TH 127u982. 30.39• Ri® O4TH 29447M8 2E 10 0 20SCALE IN FEET w PLANED r GENERAL NOTES: I WE FOR EASE GAS TONED ED SEE FOR MNIENAI DETAILED ACRES AND CEMENT CWARETE MARIETTA' AT PINDEEFOr ONE COST IN DEEPEST THOMSON CONTRACTOR WALL MAETM EXISTING ELENEMONES AT SNESUCON AND BE IN LOGAITHES UNLESS OPHEMBE mom B, SEE FOR AEG SEWALL EASE )REFTEDWAYS AND ADDUCER ISLAS SALE. UNDETECTED AND DETNILD 7 CONTRACTOR WALL NATION MOTION ELEVAEGIO AT TRAVELOG EASED ELSE STAGE. DOGGETT DETENTES PANEL EDGE AT THE SEASHELL COST IN THE EXISEME DDENALE TAPE, ED REPLAN IN PLANES: APPLIES! BASEBALL[< ED; RKSTALLIT) SBALVANE TELL MEDICAID WALLEENTS MEN CONTRACT METAL B-QCZ CONSTRUCTION NOTES: -1 CEMENT DEAN, ALEC wee AND WEBB PER HIE Sm EDGE! 0x CEMENT Cmc, SIDEWAII( PEN CBS SID DELETE T-1ST O DOW STAMPED ED ENT GENTATELL Q SHAPE . 9iPPODT TPPE 2 Pa AGENT Sm. STAN H-wa.a ® 1wmwT ONE A PER cw sm DflETET-A0Z CEMENT PENN, CATCH SAW NOTED? SAN PER WOOL ST) EDGE! F-101 ® AH e1 PENCE TAPE T SEEN Y3AI T) SEEN E L..OE� mmaso mADEJ LEGEND: RIGHT -Of -SAY — _CLAM TO ssPEW AN BELL DEPTH) AGE m eo PROPERTY ONE' NN,'Y,mAVEMENETTMENA,Y HILT IEYPL- DEPTH CDN�rsPPEE �NT WAKE PATIENTSMP. nTHL DLP,w eowSOE MODERATED COTTER LEFT 31 0 B 0 J665 1 a 7 a ON AD 9 AD ON 50 SO 50 SO To SO SO SO SO GO w 17 215 3 73 8017, leS eal AS ON ED SO 18 SO RS a DO SO IS 5� 0 OPEN DOGB GYTTEP BRIEF2EGA 2T� DODGE PROFILE &COTE. r�M AS -BUILT v� NAREA P v DAN, PaNINM. Y DATE PETTENED BY �01�1� PANEL NET BY €p, 4TH ST PRESERVATION CP2102 y1 �W fr ss�� AUBURN WAY SOUTH TOLST BE m213 '��-'- PAVING PLAN AND PROFILE 21 as .w�p CP118 e moo: /6 xolawtamOx 3em4r 6DDou. vPYleu HxGx9•P 4TH ST BE ar STA 26+00 TO STA 30+00 an Qi +lx 30+6616. 3136' IT y N O � a M O a. a s ED w aTH 30+7871. 28M Li y O PANEL ED V! W Z U Q �Zzzzz 'El 10 9 JMSE 30+6618, AS52V 30+91 D. 45 N" LT(D P- 4TH 30+8731, 3612 LT �$VEWWAAK TnMwTM PANEL 1114 30+n9, Z 304 ' LTZ 31+8800, 0007� 4TH aiH 31+ 67 36. , 29 4TH 31+J236. 2896' RT 90C �1+6233, nSO® am 4THS ss 2]SO 1+620L 1153' Ri Qi se W. 26 Go' m m Be 0 m w p AN £C2LE 1'-2P p i7 AN I w N O NEE Q 21g', y W Z J U Q 32+4962, 2950' RT 32+4712. 2895' RT 32,24.12, 2895 F1 I" 4TEF ST SE 32+19.1& 2950' ME 31+9436, 2 W RT 31+6936, 2896 M L w W' LVG27 IW €n Ls L i 8 G0z J426 1 low a 2 9 1 9 761 92 IT 3 99m, n . 10 00 0 l WITERLEFT MEG CL GIJ I Ft SUMMIT azwo 33w0 M3GW PROFILE RULE I'=M e AmIG, PROEGi6WN FA are �.6 xolawtamux 3o1neyS Pot.P olRu MmInOr GENERAL NOTES: 1 SEE FOR TYPICAL SESIMANS, I SEE FOR EDGE GAMP PANES END 01MERWINSE mom B, SIDE CPSA-CP505 FOR AEG INGESTION. EASE NEVEDWAYS AND SPACE EMBE ENGAGE LOGGED PEAMENTEG PANEL EDGE AT NE NEEDGET JOINT IN NE EASEING GDEkALN WALL. TO MEANS! IN PLACE AFFER SIDEWALK Is MISTAILLS) 12, SIDEWAN AT MEMBRANES STATE MILE REEARBIENTS OF DBMS AID ENTIRE W-07,Z CONSTRUCTION NOTES: (D DELETE GAME, MALEC Q 1w1 GAME, smexAuw6x AND anrtx 1Fu 1'+sA¢ SEED PLAN DEAD PER SEA SID AL QiGELLER STAMPED au[rv1 GENAGATED Q ¢o[v1L ovittWAY MERGE! PER a500-a515 a BEGAN. O INUSTEA COMMERCIAL NARDI SEAM wt 38579-w515 PER SEA SID SEPAL T-AIZ OMDELETE CCI ONUMENT TEPEE A CATCH MAa1 MTBR PAN PER ABBOT SN PER, ® FDELETE -101E CC SmPw SEEM LEE ADVISE SEED PLAN LEGEND 1_TUMID _MusPnrc .—©.. LIMA ouu EFcml PROPERTY LINE.i.m A:nM.mnxEA.. xxA (PALM [BEm) CEI rzAMED /SRaN MMw1T PAn[m O MANE MCI DEPTH) M.NYR REITERATION a v T 0 AS -BUILT KEYMAP P=ek BIT 4TH ST PRESERVATION CP2ING 02 AUBURN WAY SOUTH TO L ST BE wxm M 21 Ss PAVING PLAN AND PROFILE 4TH ST BE CFIW STA 30+00 TO STA 33+50 S EED 40 OF as ROSTTON NAMED +TH 33+93148. 5988' LT W 4TH 33+91 70. 37 W LT O En 4TH 34+2944, 5915' Li 32.xsR n Y $ 47H 34+Dou E 08. 4].92' LT SE ATM 3443008. 47ST LTQ 4TH 34+2673 3723 LT 4TH SH297I 3663' LTQ I Ell I DEBATE: SENTENCE! - BLESSED usnwl Q4TH 36+]98], 2190' O 4TH 36 74.07, 21 89' LT 4TH ST SE 4TH 35+6246, 2493' LT I 36+00 3 004TH 35+6300. 1200' M 4TH 34+8192, 340' TR H 34+77 15E 3448 8T 4M 36+3351, 21fia RTO 41H 34,5800, M1R �i W GDE 4M 35+W 2] 3 46' RT aM }b+ze 3z zi as' MQ PAxa MATH 35+3z31 3a, RT M 3A1384 21 ]9 RT 9: y q 3 MELT]4r2B 49. 43 28' MQI IM 4TH ST GE ION EOs 4M 34+2696, 5957'IIfT Qi 4M 37+26J0% 23.W MJ I 4114 33+9428, 42.16xT I 4114 33+93b7, 5874' ME 4M 35+8168, 2192' RT Qi 4M 33+64 WIPE RTO I 20 10 0 20 w PLAN 60NE 1._p. N GENERAL NOTES: 1 SITE GAS TYPICAL SECEDING I SEE DEBI GAS NONE RAMP PANES �I DRIVEWAY APRON AND mai CONCRETE CAPITAL' uaa rnAT PwPnl. sro . P. $s M 3a+2922, 2rW LT / rH 37+N 24, 12 W. w w. .Y'.111 3]+292],2289' T Si m S �BAD n t $_ 40[ 6OPEC, ell -moomm GLITTER LEFTE IN CL WETTERRIGHT SEEM STEW 87+50 PROFILE D7114 PROlFY 61VN iA �alY imn 110$ 4TH ST GENERATOR SMALL LEGATE ALL SCEI WEIG X NEAREST MONT IN EXIMENGE SIDEWALK GENERATOR SMALL MATCH EXTEND ELEVABONES AT SNEWYEA AND STAIRCASE BE IN LOGATKATS UNLESS 01MERWITSE mom B, SIDE GAS AEG INTESTINE EASE DEADBEATS AND MODULAR BEGGS WALL. MCDCABONTS AND DETAILS 7 GENERATOR SMALL MARGIN BINDING III AT TRANSTEG PANEL EXTE SIGAILL LOGGED TGAGENTION PANEL EDGE AT BIT NEEDGET JOINT IN BIT EASTON DDETWEALIN SALEVAAME ALL BLAMED MKISLAMENTS3 MEN (SENTENCE 12, SIDEWAIN AT MEMBRANES STATE MEET RECAUREMENTS3 OF CI SED METAL W-07,Z CONSTRUCTION NOTES: � -1 CEMENT GAME,ALEC CAR° AND MATTER PER ABBOT 5ON PLAN 04, EDIT GONE, SDEWALN PER All) SEEMED T I&I O EXTENT STAMPED auENT GENTATTLE Qs REa DENTu DLttwnY APRONPER ass C 515 a TESTED AMENDMENT TYPE A LET GOA All) D T-AIZ Y TON rt BASIN BETTER MOM wp t si SO MEN R-1016-00 LEGEND _ _ SIGHT -Of -WAY HH BEENTEMMY _ — — — _ OLIN TO PREDGEMPEMNE ., >�> HH BRIND AN Y "mP :u.AMEMENT.onTETTAY TY TIN MIA (MALL ETEm) STAGESESTAMPS) Ea AT N PATTERN _ S(°) wwSIE EE EGI KEYMAF AS -BUILT �Y BIT 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE mNro w 2133 PAVING PLAN AND PROFILE 4TH ST BE CP107 STA 33+50 TO STA 38+03 SEED OF as MATCHLINE — SEE SHEET CP102 MATCH EXISTING GROUND/PAVEMENT ELEVATIONS I � — ayr_ 4TH 14+45.97, 138.24' RT jai-4TH 14+15.899 134.82' RT ' 4TH 14+42.621 143.229 RT 4TH 14+15.60, 143.08' RT 20 10 0 20 40 PLAN SCALE: 1" = 20' N SCALE IN FEET I F(:FNfI A&BUILT 1. SEE CR301—CR302 FOR TYPICAL SECTIONS. 2. SEE CR501—CR508 FOR CURB RAMP TYPES. 3. SEE CR509—CR515 FOR DRIVEWAY DETAILS. 4. CONTRACTION JOINTS TO BE ADDED TO RESIDENTIAL DRIVEWAY APRON AND CEMENT CONCRETE DRIVEWAY APPROACH AT PROPERTY LINE. 5. CONTRACTOR SHALL LOCATE ALL SIDEWALK LIMITS TO NEAREST JOINT IN EXISTING SIDEWALK. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT SIDEWALK AND STAIRCASE TIE—IN LOCATIONS UNLES`. OTHERWISE NOTED. 6. SEE CP501—CP505 FOR ALL INTEGRAL CURB DRIVEWAYS AND MODULAR BLOCK WALL LOCATIONS AND DETAILS. 7. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT TRANSITION PANEL EDGE. CONTRACTOR SHALL LOCATE TRANSITION PANEL EDGE AT THE NEAREST JOINT IN THE EXISTING SIDEWALK. 8. PLACE 2" X 6" CEDAR OR REDWOOD FORMBOARD AGAINST EXISTING WALL, TO REMAIN IN PLACE AFTER SIDEWALK IS INSTALLED. 9. PROTECT ALL EXISTING VEGETATION UNLESS OTHERWISE NOTED. 10. SEE CT101—CT104 FOR MONUMENT LOCATIONS. CONTRACTOR SHALL SALVAGE ALL REMOVED MONUMENTS PER CONTRACT SPECIFICATIONS. 11. SEE CT101—CT107 FOR REMOVE AND RESET LOCATIONS. ' 12. SIDEWALK AT HYDRANTS SHALL MEET REQUIREMENTS OF COA STD DETAIL W-07.2. CONSTRUCTION NOTES: O2 CEMENT GONG. SIDEWALK PER COA STD. DETAIL T-15.1. RIGHT—OF—WAY CLAIM TO PRESCRIPTIVE RIGHTS PROPERTY LINE HMA (FULL DEPTH) HMA (6—IN OVER EX. BASE COURSE) HMA DRIVEWAY HMA GRIND AND OVERLAY 0 CEMENT CONC. SIDEWALK/PAVEMENT/DRIVEWAY COLOR STAMPED CEMENT CONCRETE/SPECIAL BRICK PATTERN ROADSIDE RESTORATION i 4th ST SE a KEYMAP MJF BURIED UTILITIES IN AREA EASE CALL BEFORE YOU DIG NO. uate: I Kevision: complerea by: BY: DATE: .�I,THLgE w4' o* gas„w �'y v2022 CnYOF ;A$ WASHINGTON F)JPROJECT REVIEWED BY MANAGER: DATE: 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST SE PAVING PLAN AND PROFILE D ST SE 1 PROJECT NO. CP2102 1 2/i6/22 DC 1 —ADDED FULL DEPTH HMA TO D ST. Z. ESQUIVEL Designed ZE 2/21/2022 Reviewed SJ 2r2,/2ozz Signatufe Jeffrey Bender, Project Manager Y 1 9 1 CONTRACT N0. 2WINGo�NEINCH APProved JH 2/21/2022 SCALE: AT FULLSCALE' (IF NOT, SCALE ACCORDINGLY) DRA'MNG N0. CP108 SHEET 49 OF 88 File: CP2102-CP100DWG CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES @r-CPl6-ax INDENT nMl m PE EIREcedN ME WNT e10 TA rME WDN JPNES 1d M ADDED 10 MMWAn AT PROPERTY eN ® a"w. CUM MR BANDT SID PUN 0 wx A 1 a e. - - 0 "9 STAwEB RE -I. wc.RwS INDENO ° CUM RArP TAPE Ma EIREcedN - weiao MR MAME1EJ eH TH lE " , �E ® u A mo°'EDUSIo- r NDI I SEE _ FOR INXBRAL «W. DP�aWA. AND M mE. DEPIR) e K W„D. A, ORP o AHD D CALMAR PANEL EDEE 4TH ST BE \ 91X 1AM 4TH 1N82 q, 1921 \ Rr FL. 41M 1348928, 18W PI iL 8813 R �22 ^o PPC /M I3+7/31, 2133' Pi PRC iL 87 81 9M 13+9927, 1]}}' RT 4TH 14QJ M. IJBT Ri(MATCH 4TH 14+92 aPL E%5T) 8833 rL 882] � siX 13+7931. 21$Y RT QX 13a9831. 1]33' PI /M 14+7241, D88' RT M 8]95 m III R 8840 PC PC PC TX 14+1188, 21 86' M e B fL BB aO AX 1/+1654. 2J 82' RT 4711 14+5976, 21 R ECC 8902 80J1 y v EeB-4 E •5 Bs I. • • • / •.m • Rx Ha1880. 2]81' M. eQ • • .4 ist L BBa a4T114+18JJ, \ �\ t - 0 - a s —op—op di im a lz�1060 32J3' RTJKX - ao ti 66 n �-+— a1X a J 13+99, 2J.32' RT, 6A a5 aM 14+ss 38, zi 3z' RT e - smW15a•1'tl n. .i /6. aM laaoz J9. zJ e3' W a aX laaeo3, nm' Rr 9M a«so ao, z9 as' RT B'JX 0868 Do-a5Fp 90[vEV MI,I6 z53z 61'Ri ; .• 8 B14295, OJW'EBu PC IRIUBnW BR_ 88.68 GTE 14+J295. 2736 Ri fOW 8868 ylX I445238. M8aRT J I GREWITEM) a R AB �P 14+1198, M 47H 14+6895, 2J35' RT 41H 13+7831, 27Z3' M BOWm BBn 4TH 14+1929, 3824' W (MTCH "IST) z wW 8913 90W W54 4TH 14+12 M. 3467' R1 p� W64 9M 1ga8056. 27 ' PT B]W 8872 \ BTW 8880 4TH I3+7431, 27M W P1 EL LWSB \ 4TH 1W916, 4112' PT (MATCH LXI51 SIDEWALK) 4TH 14+1435. ATER) W `FL 8873 EL $8.]0 (M TM CP" (1aATOH EXIST SiDENF K) I I INTERSECTION AT D ST BE c s 25 scME 1 s 10 0 ` K.AlV ty R F AS -BUILT_ 4TH ST PRESERVATION oil CP2102 ro +mX i� nu4ze Paa�iEww,en' I,�_ m91nn No �Q fr AUBURN WAY SOUTH TOLST BE ��� CURB RAMP DETAILS mi E p 2133 sru ' 0z ,;a•�,'i'D WaamruEox 4TH ST BE AND D ST BE ca5oi $ JaMey Bender. Pmlea Manager E1 50 BB CONSTRUCTION NOTES: EonownY LEGEND GENERAL NOTES O MAN P-M.1. nPE �1HE DIRaHDN PE�.mD1 Ero EIECT.AEM WARNING SJmAa UN HDH ,DH1E TITINADDE910 DNWA.E E1 PHDPE.1. ® . ES RAN OMB MR WONT SID PLIN 0 coN�TE PAmH1r o.�rc ulmAmxTIR Z BI D ,H AND ETAwv,a HE-INNBAI LD Bil DN JENS ® qi PA A cww[rtJ FOR INTEARM. ap )A WMAY AND IA01)L OPM1 ffX D - HAIL ., IA a-N Over BE 9AEE NAME. AT .NXT IN EASITHD 9DEAIH. W AIN 19+6403, AS20LT TO { gay All 1]+]168, 4294' LT 47H 17+3168. 4152 LT (MRTCX EXITED a 8434 EL 8447 8 EXIST SIDEWALK) (PATCH EXIST SIDI I M 4TH PNl 78, 3652 ITTe 4TH 17+7151, 994' LT BOW 84W 4TH 1746385, 3807' LTMIN $ BOW 80.15 4TH 16191 274S Lt AN 17+3213, 3039' LT D" PT 41X 17470.82. 32 W' Li BOW 85,21 BOW 8392 411 T]+40 00. 41 W LT Bow TO 73 41X 17+3195, N42' Li a R g}s9 PT 4TH 17+7087. 31 78' LT 4TH 18+9/A9, 27/0' Li 90W 838/ LOW PoIM R �:OYI B38] EL 8511 u (NLTCH EXIST SIDEI 4TH 17+2913, 2]46' LT e _ 4TH 1]+]36z SEES LT BYY. e390 _ _ BCa. BI PC e.�.-�.'H a 47X 17a28M. 2J.46 LT X 4TH 1A]085, 2936' LT 90W 8391 G BOW 83J2 41X Pafi468. 2884' Li 4TH 1]aID 44 27 46' Li FL 83.58 r` ame. sz aTx n+e2 as, ssea' LT /1X eJ. 3543 LT �tQ BYM 84,15 Tj IT FL 8366 86 - 1 P1 9IF �• OTX 1]+8918•22 /8' Li y tigfi5 g ° /TN 18+C89R, 2195' Li 0RR 0 a & iL B3 JI !L gi 66 � RH 1]N98]. 158T Li AX iJa8181, iJ.95 LT 1TX 18+0382. R185 LL ((( iL 84.38 QH 1]+34fi2 2236' Li R. 8181 EL 81 ]0 BC IL $J6 PRC PC OTX D+AS 92 1596' LiIml qX 1p859R, 1595' Li 4TX 1]a1J 8J. 158J' LT R' 8386 R. 84b n PC p�j gl� PT XIGX POINT 4TH 1]+118]. O8T LT 4TX 18a9486. Ri BJ' Li 4M 16+998]. 218]' Li �B/M G'(H $T $E fL 8/51 R. 84 C5 (YAOH ELSTJ Po xIp POIM INTERSECTION AT E ST BE sole r-6 5 0 5 10 AS -BUILT KEYMAP ty g SCALE IN FEET HFAPF VCUW il 4TH ST PRESERVATION a a CP2102 a""anu ze arcw f+ 9Bo�TNewrtn AUBURN WAY SOUTH TOLST SE Da2131 NET CURB RAMP DETAILS z1 as wWN w R p sr�L ' ' 11G�WUNOLYIN 4TH ST SE AND E ST SE DBw2 $41FWI 811 AMIXRENI JOI EMEI PI Manager WEST E1 51 88 47H M+9322, 29 Rw 4114 25+9003, 28 WLT Sm 8828 4M 25+6544. 2729' LT AH 25+59 EA. 27 46' LT EL 880] NAI EXIST SOEWAI 4TH 25a64CO, 2731' LT BOW 8811 4TH 26+1581, 3581 0.F (14ATCH DIET SioEA 47H 26+15 72. 2925' ".. 88 4111 26+13 ]2, 2727 LT BJW AREA PC CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES O GNNQ-CA ,~PE NNI MINI w.ml SM I FACE DD„ ,DNIE 10 WE ADDED TO CATENATEAT .DPEI. PLANTT UN ® aruAx a.IRR MR BMI SID PUN � EMMETTA� .�' D. 0NI CAMBIA ENANCREEATINAI DE-INENTAILDDADDX9 IXWH2J ®ENTERED STANINEDSPECTRAL NN Ix x N MAKI A_ I NET W - EDPiI AND (M.TERM) D ALLK.L A, 4TH 211 42M' LT 4TH 26+5601. 4107 LT (XUR� EL WEREBow _B+Wii'�.� LPi� FRANEL EVE CI)RTRAI TRAIL LOCATE MANDI PANE. ti 87 91 a E E AT NE NEAPEEI 4XI IN ME EMIR MIN I (NATCH EABT) (MATCH EXW SCEw/LQ QH 26+3524. 27M LT AH 26+5462. 3048' LT Sm 88]] 4TH 26+25 W. 4018' LT BOW M21 4TH 26+9024 2744' LT 8 FL i87 7 L(NA M 4TH 26+5571 280Y Li EL 8876 I (MATCH ISIDEWALK) H 26+025. 361C LT d 'I 80w 8818 R V97 C QH 26+5617, 2J]6' LT PT BOW $819 4TH 26+5762. 2738' LT 6a2545. 3554' Li 41 am M27 91P1 e g 47H 26+6417. 27W LT Em, 8864 47H 26+46 W. 2808' LT 4TN 26a85 R3. 2L84 FL 08.05 m FL M ?'D�o 26+0544, 1578' LT 8801 4TH ST BE INTERSECTION AT H ST SE 26+6523, 1538 FL 88. AT7 O8+6]23� 23. 21 W LT P § 5� KEVMAP 4 AS -BUILT _ H�e6 MDM6 4TH ST PRESERVATION E CP2102 A . iia� nu4ze 9aa�irwewr,Fn' rm axmn �Oe fr AUBURN WAY SOUTH TOLST BE ��� 's '"' sru CURB RAMP DETAILS 21as R p ' o: ,;a•�,�'6 WaamruEox 4TH ST BE AND H ST BE cRso3 $ J I EMI PI Manage EI rvk 36 DF 88 4TH 28+28 61. ' BO 4TH 28a23.8L 2738R LL 8943 (WATCH GISI NDOAAP 26+2360, 2186' LT iL 8889 (PATCH 9X15P 4T1 28a2860. 2L 1 P CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES INT .H. Tw6 axu wacTrox ww wool zm . N ..a nw %Nn ro v .DOEo To mNxAn a PxmEaT. ® m _A NSIRIAx am PE. xmDT PRD wx lCHINNICTE D xna.IN uNAX)T PROTON DINTI ® SPECIAL xal«...was C0N«L"L z PELOOPENTS Al w HERB ET µD zT.wcus BE IN Loc.wxs.wua 4M 28+5896, 4121' Li HKA(1u1L DEP110 I NET AP!T0P SHIM PER INXIBRO. IW DAVVExnv AND EL WJ4 ARDAEQA PEPINIL AT (BATCH EJ(W SIDEWALK) NA (e-x mw R RACE +M 28+98 B0, b JO' Li AT ME NEANOT PONT IN 1xE EaiZnW 9DExux. 4TH 28+5940. 3610' LT EL 89.75 BOW W71 (BATCH E%1515ICEWAL) 4TH 28+0, 0, 38.73' IT 4111 28+9846, 3571' LT 4TH 28+58R 3028' LT PL 8906 SON PART am Saw (LATCH EXW) An 28+9782. 3053- IT BON 8951 4TH 28+WM 2805' IT 4TH 28.e847, 4159' LT PC BON M20 R W 12_j 4}H i8+99 72, 27 85' Li (IMTCH EXIST) BOW 8831 4M 28+57 M n W IT Y Z Bow 8922 4M 25+8P a673' Li e _ 1 PITH29+38D9, 2736. LT FL 8914 4]H 29+0081, 27 441 Li PITH 28+56 M, 27 11' Li 'w e PITamB8Bu µP "M SIDEWALKOLIWK) BOW 6929 PT ( ) PC 47H 29+07 87. 27 Al' LT 4WTH 28+2Q 2734' Li N 4TH ...MAR, 3494' Li IF 0W 9898R BOP B981 r FL 8907 4 {par �'�\4TX 29+330& 27J9' IT RJ [yI' PT aft PAPS 28+P337, 2231' PL B9' 2844860, 1584' POINT 4659, 1585' LT 411H 28489.97, 29+M 23, 29+14 J3, 21 PH INTERSECTION AT I ST BE 1 I C AS -BUILT KEVMAP gPICALIE IN FEETTP1uW vOuaD oil REVIEWED BY 4TH ST PRESERVATION CP2102 WE 1 Jim,a"+4e arca f+ PROJECT x4DE RATEAUBURNWAY SOUTH TOLST BE -4mxmcl qa CURB RAMP DETAILS 21 Bs �SCALEww1D w Rg 5 xoBamtamux L4m4y Seldfl. PHINect MDxu99P PITH ST BE AND I ST BE C 9<n l a as CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES �E DED TO S AT FRAMINTY wA m ro TY ^on PLAN F_MI5_" ONE kf BROWN BIRTH � rtR KACME N n E BE MARTIN Z JO EXN ENMITY RAHNN�BiMETRO NT CONIC, �1x-ro.18-�. x va v rsoo. slo ® EX4ABONS Al NORWALK AND wus [UAN ® ARED rz BOOT MOTOR mlw[rzJ I SEE - G.. oR�mPA. AND © C G,RB RAW 1HM wu BROWN woBa PER 11AGw1 DAINT) ...WE L05 AR y .A m+N OWN ER BABE Gr,ROG C XNTRA4TOR WAHL WHlH EAMINB ELEVATIMS AT TOMETABONNAME. EDGE 41X 30+9117. 4524LT 47H 30+9986. 4217 LT HNA HXm AND OVERLAY AT THE NEAREST %xr IN THE Enrnw 9DEMAY, fL 89 0.5 a 90 W (IMTGH G•61) (NATO% EXIST SIDEWA%) 47H 30+9943, 3765' LT ISM 31+5479. D40' LT BOW' 9020 EL 91.00 4TH 30+6876, 3]30' LT R 8957 C4TH 30+80 N1. }S 8C' Li AX 30+9869, 2968' Li (MATCH EX15i 51pEXI11( HNEAGH EXIST) Fl. 898] [ dYM 8985 NO • 1 30+=65, 279' Li 4TH 30+6376, 2696' LT ffi10' Li 4TH 30+9947, 27 91' Li 4TH 31+095. D50' Li 9006 BryN. 89.J4 I GROW M97 S BOW 91,01 AX 31a54 J5. 21 W' Li RCH IXISi 516EWA%) R4TH 88o63025, Pi 4TH 31+W 63. 2I gi Li ( FL 90 (P 1 FL 90 <I LT AX 30a5351. AW 11' Li - I BOW' 9007 \( IXIS7) 8GW g0 - _ AX 31+08 M. 950' Li 41H 30+27 81, 27 52' LT _ M BOW 90 65 BOW 9017 - M 31+1027, 27M Li lN" 41X YJ+9096. 2859' Ll n BYY 90.77 4TH 30+4951, 2]1]' Li n BOW 9056 W 00 O 4 H 3H4908. 21 85' Ll R 8093 _ b 4TH 30a9}&5, 2250' Li A 41X 31a3fi.g3, 1658' Li fL 8992 Yg iL 904] 4TX 30+8]OS R691' Li 4 iX 31 +2980. 4 W' Li FL 89 fi9 4TH 31+W 22. 14 W' LT IL g02g EL 9049 a aiX JO+Ba 31. 2195' LT 4iX 31 a1022 14.00' LT _ 31 +2412, 14 W 1 R 69 ]fi R g0 y] R. R. 9052 4� 0a 8 HIGH POINT (MATCH IX, 2 � HIT 30+41 05, 1717' 1 30+2980. 219Y Li - 6L 889.3 ti 8964 �:i:X PHc NORTH INTERSECTION AT J ST SE SCALE, INNY BY DATE rz cL qy PnaEETATIOEwuc n CAME SCALE arcs fY Imn WWWI Jeffrey BenOec PmleG Manage) K�Y�AP AS -BUILT � oil 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE GRnx1 RD. 35 CURB RAMP DETAILS E 4TH ST BE AND J ST BE C8595 CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES (III GONE, ONE RAW TREE PERPENDICULAR PER TREAT so u T. WA I rAa TaN RETIRE To WE ADDED TO MVEWATE AT PREPERTY S RPI$ UNE 777-]w zE-OATEON5 CONCRETE/ zTucAs BE-IN AT 51DEWALK AND 110I NOTED, UNORI.SWAY ITTABAL DUCTAAn AND M RACE ERNn NDDUox R.m. WALL LOanaS .A BAR DSTR LA BAST cOUrtsG AM ElEE TH 31 ♦16 zs. 1000E LT AT ME NEAREST PONT IN ME EriZnw aoflew:. SOUTH INTERSECTION AT J ST BE SEI VINT SGIE IN FEET REVIEWED BY PROJECT NARRATE R lRATE K AS -BUILT P..g �Y�AP 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE CURB RAMP DETAILS 4TH ST BE AND J ST BE CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES O ,.PE NNI uRI ME �R Bro L ,.a L��R ,«Nn ro WE ADDED TO EMERIT.K AT �IL. P� .-GN.�.-a,. © � MAINE o,Rs MR �D. BAD P FI .n L SCANNALIN Wn BE NEAREST Z AT RTALK AND n rcr,¢ BE-INENI LDTT,�B «.JREn/ D. 1MI NOTED, ® u BrcawLDINNER) oxu ov�.r.....o ® NBEDA x NOCK 1 LL Loc,.,aE Ow. NI aVER E. BU(WRI o w.MMo AND OVERLAY TAINTERN PANEL EDGE .T MEEL NEARESTAME RNT INAAI ME E,MI sofa. NORTH INTERSECTION AT K ST SE s zs oG •s �o SENATE� illy PROIEGi �I<110 FA w.=..+ ��� . iv,arz asp arcs f� mre JeI EMI Pro6a Manage s KEYMAP AS -BUILT 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE CURB RAMP DETAILS 4TH ST BE AND K ST BE CONSTRUCTION NOTES: ROADWAY LEGEND GENERAL NOTES mF �w MENTION PER W.�DI HE O MEMBRANE FACE N N 1 WA Al PROPERTY N PLANT E-GOING-AR © ENT I �NEACGTR WALL LOPATE ALL ENTOMB OWED X NEAREST ANNT GAIN P<N W,DDT END PLAN PRINTING EDEWAX ® F-1N12-04. GEORGE AN N LE AND RAW6AREECIR BE -IN LDLAN M TRUMP OTNW W `""`�' ® A . OR AL MAN DRIVEWAY AND D N L .1 TWA 1MTER.) LLP GG TWAm-x a RARE NAME) INNE �' PANEL EDGE AT MN POOREST ANNE IN THE EASTWD GDE+AI. r—I TWA MIND AND Owe.. 4TH W+3195. 22 00" Ri 4M J4459 �. 19 SY Ri FL 9236 4M }446369. 16W RT IL 9300 PC 4TH 33+4192. 19}3' Rl 9iX 33g1 &5. IB00' Rl R. 8298 PRC FL 9249 fL 92 ]0 PC PRO P! 41x }a+4885. 18 C0' RT 4Tx 3}+489T 1800' Ri FL 9297 FL 9255 PC 4M 34+3802, 2251' RT 4TH Aafi86fi. 21 99' RT R. 9293 g PT 9}0} I IT IN" 1PT x R 41PI 33+8613, 2M03' ITT QH FL 34+3020, R31 ITT Y 92W 90 Ax 33+8971. 29.00Ri o y i1 9284 • N • • .4 ) CNONo TI 34+2881, 3181 Ri _ , �Vo FL 9289 C a tl OW PONT / • 4 • • N 4M 3348J B8. J189' Ri _21 Su0 n • O 4TH W+7091. 2900' R! R� P- 9286 4111 34+wO4, 2949' RT BOW 9337 LOW POINT BOW 93,66 4lN 33a]810, RCO' xT PEN 36a5004, 2925' RT Y a FOW 9298 B C m BOW 93.78 4TH 33+7935. 2918' Ri 4TH 34+4054. 29CIS ' RT BOW 9297 4M 3349183, 36 ]8' W .POW' 9305 R. 9321 4TH 34N794, GET RT K 4TH 34+2568. 3735' Ri BpW, 8304 4Tx 33V8.4], 3988' 81 •0S L 9314 PT 4TH 34+3I90, 3056' RT BOW 9381 - 4Tx W49031. 43]0' x1 BOW 9302 a ITT 9344 4TH W+]800, 5321' Ri 4TH 34+2849, 4326FIT 93' Ri 4TH 39}90 �. 4355 RT MBOW BOW 8111 (Wy'TCH EXI51) 3� 4TH 34+3778, EDICT RT 4T1 33+8727, 5356' RT LL 9406 4TH 33+7159, 5821' FT FL 9387 / (IMTCX EXET SIDEWALK) EL 9420 (WATCH EXIST SIOEWALt) 4TH58].CB. 6' M Eu 93]1$ (LARCH EXIST) IN SOUTH INTERSECTION AT K ST BE e SCALE 1"=5 Ch 11 IT AS -BUILT CREATE IN FEETCAR FRI BIT IIIIIIIIIA ar oATe P EENNED ^P� R_ 4TH ST PRESERVATION PLANE CP2102 w, .ml Fe1�G. a mxmcl oa v^.,,'ae arcs fr ��� AUBURN WAY SOUTH TOLST BE z13s SCALEME ANIAAA. BE — CURB RAMP DETAILS www A p 02 `� 3nlawramuN 4TH ST SE AND K ST SE Cew9 $ JaMey SeD6eF Project Manager T1 y-y 88 0r55.09, 65w El I 00 1600' LT 8 4TH ST BE w 10+0000 -7� AIR 12+3421 �R a IQ 10 6 0 10 20 DW 00 PLAN W P-10' N XCNLE IN FEET ALE a= s^ END sax LE STIN0 8 x WE g $S PROPO6 GRADE sox 10w0 10m 100,40 DW 00 PROFILE Hll 1 �I DW DIA m+0000 - OiH 12+6151 W OIA _10+2795.� }4, Ow O1n2Y 10+`10+3424. 6A PT 6' R D 010� 01 N IW E 12951853997 10 s 0 10 20 DW01A PLAN w E5A1E IN REST SCALE 111n lam 10,10 1wa DW 01A PROFILE HPw RY DATE, m 1ron vecVnuG,rx?rwrrr,r wre arcs fY Imn .ee.. SCALE0E ,:/05 mumwmox y — Jellrey BenOec PmIeG Manpel GENERAL NOTES 1, SEE CVC1-MW7 FOR TRAIN MEANS, SURE "M EARN SW TIGER mER IV lrWI NE MAXw TM IV SLOPE MMIED SURFA.w¢TOM SRE MA no nsrc RESICOXADW * DETECTABLE WARNIMB5 TEST OF F STREET ME MED CONSTRUCTION NOTES: aGss BE VE DETECTABLE WARNIMB5 EuoN (D MI GHc 1A.Hnc WAN PER VISIXENT RED. etEAbJ R-10.12-04. oBT AND TENET NisL2waaa n1a¢ IN RIG Sr s w 4-IN wuam SEREAGxO DEBT OlNRHALT M�y SECTOR "M 4-N WA AN ANTITUMOR 2 LEGEND FIGHI NEAR TO PREEPIRI HIGHER _ "AwuERTif �EEM) _ EGA (A -IN OVER EXGM0 RARE MRSE) _ EGA ImmEmor 0 AN AND CAERLAY 0 aHEN1 w1c a0nw;mAVENEN10oR.Sw. CANNOT A G.N1L RTTA➢PEWL BRICK WAORCE RrsmRAUTH AS -BUILT DEBT o KEYMAP oil 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE mRro w DRIVEWAY DETAILS R133 4TH ST BE SMEET T N I �N 14m+nu 10351v1 E 12954285804 10 5. — DW 016 PLA h sscueix FFer GrnjE r-la lowo 10 10 0.14) awr DW 01B1PROFILE Dt 02 10+"JI3 N 114137218S �E 12958215148 10 5 0 10 4DIN PLAN m S ISM E 52 w b m rRov GRAD 039 z00 E%is NG GRAD a a TO III) d 3 lawn ICA,lo m40lwc DW 02 PROFILE GENERAL NOTES: 1 SITE CPl(T—C*Pl07 PTA ARMS PLANS 1m mws DIRECTED ry DIRECTED By vwN SWAT WITH LAW SAC) OVIIREavj W e®DeAS DID AI IIS IV RICK WAR � MISSFAVOW TOP MIL MA ROADSIDE ® N aD 5W1-22 DVEe RUN uelxlm H1EAnm1 BATE a 1 aa.9m �.�xs TAPrw� �allo.mxs OVER 2-IN LEGEND PROIRERT, UK KA (NM usm) KA m-iN OVER wSTIND BARE w.e1 — KA DRIVEWAY KA IM ART) OVERLAY uuDNNTT MAC SD*VfAURRAwaNTpeanAv A a y 0 wwsrc aiTpANw AS -BUILT KEY�MAP 4TH ST PRESERVATION a DP2102 AUBURN WAY SOUTH TO L ST BE aNmn DRIVEWAY DETAILS 2188 4TH ST BE CR510 1a s o 10 30 DW 03 PLAN BGaE 1'-1a x gAF bm 53 tl 2' R Eg 8 0 2 GRGv o E GRIOE ADE 10 n IN AN a O.00 10.10Ow0 o-as DW 031PROFILE111 w 10+33 450' N �'141388477 E 295918 ]338 10 M -40+33 50' 50' 0W 04 1➢+2991 Z(A�45() R1 le 5 0 le BIT DW 04 PLAN x S INFEET Gil 1'-1a 9x2 $e4�2 g ��tl Ltl�tl 1000% -200R PGPPRD GRP E (TR DE ( WEE g lobo 10.10 10w01ows DW 04 PROFILE IN I'"a 1 DW PLAN SCXLEm IN FEU SCALE I'M TIT 35 owo o. o.ao ows DW 05 PROFILE HIl m_(G, moJEa xdvrtn m 1ron arcs lY .s:o..a, 0E ,:/o° mumxmox Y: ro. ecu[wanuwul e"vx Jellrey RenOec PmleG Manager GENERAL NOTES 1, SEE (lVCI-M07 TNT PAYING mw IV TO EVENING 4aaMUu TIM HA NM ,» EXCITATION) MA PINETWE .nx IN 00 Ge. v o 4-IN CRUSAM SUPF.Kaxa Oss o PuRVE LEGEND FIFTEXIERNE — •�(rvu�sPM1 — .PA (e-I. OAR uuN.O Pas MRsO O NMA ORMID AND CNERLAY CEMENT 9gEVNrc?e'4NEN1ryPiKVAv u C. PAG, PGAI$DE xa.G,AMN AS -BUILT KEYNMAP oil 4TH ST PRESERVATION DP2102 AUBURN WAY SOUTH TO L ST SE Gxron Na DRIVEWAY DETAILS R13S 4TH ST BE cxs11 ow ID+22 14M GENERAL NOTES 4TH ST BE ZQUITE FROM DRIVEMAY YE MFG,_M�MTo- TAXING ITANS, MY TO TMBnNG AMID AT A MAX AT IA oKa IY NxMON MP ttl I V E A (M INNIS AS DORMTED V EXANDER) .A no evu wsmunx TI IVU n ofi 10+DIE00. DEYTNETABZBDLE ATARxxDS EAST 0I IESASDTTVIa,w ss« uMARmgvY OCSRAF ID. IRBK �Dw 07 DW 08 DW OS CITEOI 0+29+9' 10+2899. 0+2991 10+28 <B. 1000' Li 900 RT 300 Li 1000' Hf 3Yo8j/ ow7. a 10,3747 OB 867 RT 802 Li DW 0] ID+N99J DW 08 I0+�19W lul N. 11+0560036 N 1N4)527661 E' 1n82892]]1 E 1286]910186 10 s o 10 20 DW PLAN 10 s o 10 I DW 07 PLAN 06 DW 08 PLANO XXI�E IN NEXTscP l'Ya x 6UIE 1'=1a x 1� sfALa 1=1a $ $ VIA MIT 8CP09E0 � 5 aDF 1 SOA 5 q nNG WIDE &'n $ 5 E 8 1wa0 1w1D DW OB PROFILE o.ao ow9 IGNITE IONIC = H 1n AT a ffi F MIT 90 �5 m �5 BAB nNQE IF 2 56 150[ NCP $ IT. Ed o.ao IONIC 1G.EmD.aa DW 07 PROFILE HII lowD lo.lo DW 08 PROFILEvi laao low9 N V-19 TV CAINE, aci nuG, caErwac nDAI m err .nn s Y, arcs fe Y: ro, ecu[wanuwul v"vx Jeffrey BenOec PmleG Manage X-IN CRUSHED STRIVING TM m.M CEO"`•naG own LEGEND ERNE ME _ "A(ma DEPT") — xw DI -IN OEER EMMENo BAY MRSE) O IT" CRAD AND OVERLAY CEMENT 9DEw.w;XPAYNENTJoe.ru. SPECIAL�OR STAMPED CEMENT A EXAMINE/ L.wDE E.AREA AS -BUILT KEYMAP oil 4TH ST PRESERVATION DP2102 AUBURN WAY SOUTH TO L ST SE Gxron NB 2133 DRIVEWAY DETAILS MANN 4TH ST BE oR51z 4TH ST BE ODW 09 AH025,44 ]] 9W R M 09 689' DW 09 L N 11I0 E 12964 10 s .DW 09/DW10 PLAN BN VIE IN BBBT 6UIE 1--la %L- �d as aOtP 5 'CRX -200TI 10 TRIAL MED MISTING CARBIDE a u 32 9& 3A LT 10 10+3s62 1190b1666 1296490 9607 GENERAL NOTES DDT DM 2 10+00 W - 1. SEE siq-M07 rw RARE, PLAI 4TH 26+518] Z MADE FROM DWAIMAY �R MAX TO TEDIUM MXJN) AT A DW °A NR lrWINNUWu� OW 12 1x )x � n A97. 10+2969. A a50' LT CRVs E) SURBMHB 1CB SOL x° POMSM%r x 12 - LCAR DRIVEwev AND 0+2r 9], • en 850' Ll6 DETECTABLE XANRNW� WERT OF F STREET SMALL BE NET) C(TECIRBIF xµxM6 EKt V S S15xNL BE YELLOx 10+3+.50,-/ \Iv 1.82' LT 368RI \\VM 12 0+299], 0' R OW 11 0554 ]9 f/X 12 1 66139 N 1140554b0 N' 114QR 6W6 E 12965829]b OW 11 0W 12 E 29A5]v.398° 10! - DW 11/DWI2PLAN p uuE r-To Q IT QCATMENT NACREM DRIVEWAY ANTI 2-IN CRUSADE, SURFAXI TOPNAME R ID[tlPGnpK DRIER LEGEND (TAX TO PRESCRI RIGHTS _ xMERW ME frxLL DEEM) _ xu° I6-IN OVER EWM0 YY MRSE) — xu° DRIVEWAY NMA MIND AND Y CEMENT a9nw;mRuxExlroB�.Bwv u cx PRVEM m¢Irtrt/ IMORDw6mE REEMA11Dx 1D.m 1D.m wo lows 1wro 1w1 1wm IDND lows taro taro tam tam 1D.m 1w6G 10.10 1wm m D DW 09 PROFILE D DW 10 PROFILE owo DW 11 PROFILE owo DW 12 PROFILE lows 1w HI'-I9 H1.m H1.1a w1.1v two lwso AS -BUILT Hvm K MAP 1 DAN, 4TH ST PRESERVATION B RMMN21 ` roP.g. +mx 1 � nu4ee Paa�irwewr,Bn' _ oe"e",-+.,+q •�--Q�fr AUBURN WAY SOUTH TOLST uxmcl Cp BE gpg y6E / AT imn 'sue" DRIVEWAY DETAILS 2133 MITI d o: e;N.:./6 /"� 1nlalowmox LD1n4r 6E,x6u. P,Di,u MBxB9B1 4TH ST BE cRITU aEW AT ,9 S� S� FL-B, 71 5 PRW MIND 2WA EXIT VMC 1 WA 85 SS f 19. PI -2 OSED S4NG ic OJR �a d 4TH ST BE GENERAL NOTES 1, SEE CM101-MOT? FYI TRYING * GRADE FROM EARVEMAY mER TO EVENING 4NMUY� MAX AN IV ,» m) .. PDPevw M�Pnx * SEE SNEETT FOR INTEGRAL CABINET DRIVENWAY AND NODULAR RLYlT WALL IRVAXNCAT� •: F i 1150' R!" i 5 1+ a �. mlz j 1NL 350 L �.�I. o16A Pig. `IqW Li �f_ O IN RIG SRMN-� OWER esx COURSE _ {_4f `10+�86 , 10w i996 OW Is o+ze 85 O 3x • x a PID[OPanpK ORDR OW 13 BsJj 850 LL 10+2895 1150' Li OW 13 10+2750. 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RIP=1ry 10b0 10.+0 10u0 10.5) DW 15 PROFILE RE, INVINE, RENAMED BY LEGEND TIAN TO PRESCRIPTIVE IGHTS _ xMERTY (1vILDEDEATH) _ NMA (6-IN OAR E.xxNO O.a MRSE) DRIVEWAY o NMA Y 0CEMENT9DPW.1P PRENT AD CEMENT EJ IMPERIMADIDE REa16x.ImN i v i AS -BUILT KEYMAP oil 4TH ST PRESERVATION CP2102 AUBURN WAY SOUTH TO L ST BE wNmct xo. DRIVEWAY DETAILS 218s 4TH ST BE Rasa DW 16 PLANSCRALE IN FEET R ALE r-10 Aw =5 H d. BET a sox EA 7-2 00x IN -a 5 MINE Gw �d EMPTIED GRADE IA.IA I0g0 IGNTE) IGNA IGmA DW 16 PROFILE GENERAL NOTES R_ To- `07 PANING I. YE 4TH ST BE DE FROM MA RAW TO EVENING GxuIN AT A MAX AN IV _ _ OLxa 1e MINIMUM roF SOLI TIRE Atm ,» m) MA SOMME wzmunx OR 1V TROPE "TIN VR�SRED SURFARRID TOM BAR. MA REACTIVE q - INTEGRAL TREAT DBIInAY ANDD+211492, W n 11 a v DETECTABLE WARNINGS TIBET OF I INTENT BE RED DETECTABLE WARNINGS EAST OF F ST WALL BE YELLOW 1i,2944 _ 10+2967,1 599' Ri 1 1801' Li Q a l 1 RIGOVERAix u x ONµy71DO M 1] 10+2984. VERM MR DATE ERx W°469iPFMnD 1W TRANSIT 1109L9TDW 17 O10 10+2991.70 1 LT 698' IN iJ MI IJ+3491. 10+34",2 LT 620' AT DAY 17 10+4943 N 1140816095 E 1297466E007 20DW 17P N WE IN FEET GOFLE 1'=ID a& 3� SSC 3: D MAN ED 771 0 SMG FADE mA SS aW zd DARK) 10.10 10.20 A« W 0 I° DW 17 PROFILE BY INVIA REVIEWED y4 nuG, PxmEc ,,,„,. a• 'e arcs 11 SCALE q" �Smt♦QfUN Jellrey6 0 IGManagel LEGEND (IJAM TO PRESCRIPTIVE MWITS _ xMERTY D (Ma DEMAND — xm R-IN °EDP EMMENO BAY MRSE) — RNA DARVENAY o RNA READ AND CANER4.Ay EXTREME EMENT YINCREKa rMAv 00LORED STARTEDEXTERNY A wcPE,Ei RENE RDADSIDE RESTE.ATG B AS -BUILT �Y KEYMAP ®tl 4TH ST PRESERVATION B DP2102 AUBURN WAY SOUTH TO L ST BE ENDER 1 Y DRIVEWAY DETAILS 213s 4TH ST BE case JONTea.M VA Or OEM �/ ®®n 0111111 11111011 0111101 CEMENT CONIC. DRIVEWAY APPROACH WITH INTEGRAL CURB '^ PARTIAL PLAN 1 g sc<� ars ENE CEMENT CONC. DRIVEWAY APPROACH WITH INTEGRAL CURB PARTIAL DEVELOPED ELEVATION 2 GENERAL NOTES 2 NAT� AREA WAIL �INTS WITH SIONEWALE JOINTIFEE DISCONTINUE ACHE BETWEEN CONCRETE, MEAN NET INDENTAI STACE) 1- (1 ON EENTER NI BE INSTALLED IN THE EADEMALK SAN 5 01 NONE) OTHERWISE EXPONEED IMES OF SEMI MALL HAW SECTION THRU JOINT A SHEAR KEY BLOCKSOMALIA INTO SE OEM, ATER 3 "` OEM KEY srANI r:i+"r WOO SECTION TO BE HAI I D Oft NOTE TI MORAL (TEE TOO 4) aPICANETTEL SECTION B AS -BUILT . A.' 4TH ST PRESERVATION CP2102 . .eAUBURNWAY SOUTH TO L ST BE axmn a^...., arcs f4 _ ROADWAY DETAILS siaa "0E1 ..,/e xo�awtnnux ��� CEMENT CONIC. 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SAMMILL MAY WAAS MIRMALPAr UNITY or � IBM END STAMM TREATY ELEMENT NOTATION )MEET EMATION NOTATION THAT MATTE 29% BOB W34 24090 BAR WAY AREA AT THEM To 2979 WE Me 246347 BAR ASSAY MAN AT MORE 29% AGE MAN 2445847 BAR MAY AM AT MAN" FAA "WE 870 BAYING BAR M71 W71 AT HIT SAME ARE AMR DEMME? MY MET 8732 AT DAY" 2997 "AT 8747 26+1912 BY BY WAY 87M AT THAN 35 AM (S By AT AN a MAY W BY BY WARY 870 AT MAN a AS Is RISE M78 MAN 56 BY BY NAME 8775 AT 88W AT MAY 52 AM AN 9: F) AN WE NATO 3553 NASA, FAR AT BY MI D m Hron a��Y Y, fe 4 arcs D: /omwmox YPro, ecu[wanuwul v"vx Je11Hey BenOec PmleG Manage: MODULAR BLOCK WALL TABLE 5 MALE xrM AS -BUILT BIT 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE ROADWAY DETAILS MODULAR BLOCK WALL STAIRCASE PLAN 1 GENERAL CERgC107 F LNO1ES^VINe SEE BAD FUND MI STAIRCASE RISE a FIRE ..o m. 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ME COME (AM SM WTIER SIMON MAW BE REMOVE) TO ME NEAREAT DAPANSON JONT TO E� ME OF ME OPENING AND KPLACE1, SEXISM INFORLAWON AND MANDWAIll. MEAN 7 SEE SHEETS 01500-01515 RAW IMEWAY W IN MASS AND IMEWAY ENTRANCE MESLOWE HOME, uwou% TEA —(NO wTWS)x'WP mINE «xc SDEMws AS -BUILT 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST BE ROADWAY DETAILS DRIVEWAY APRON imµsw PASS A SEE NOTE 3 CEMENT CONIC. 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Q41H 13499Jy o WILAUX - a-�- ePD ttiwi Ei AND usWTSN Wx 20 R'Li 6 7 z? fi 4TH ST BE Ooo'AIR Q Y s _ LANE s.a r<E .sool zm PLOP a Q4M 114051z. •w 13•w 4N 12+11la ls.00 w N QruSDC RufM MP4w r4R KWT ST H.xu-z...0-oz low LT 4N 11+G312. 1 ae' Li Q O . ME rcv us Di O STANDARD 1 a0' LT W PLAN u-1s1 - PI INPUT STEP wx Pm'4s'Al sm P1.w u-x..a0-o. \ Q 4N 11+1212. J = O AND u-1s1D- BOOK U W 9w15J w rEw rm'1 PER sm D51 sn xs Q F T-2BZ rt W RETAIL x w � BYREM 6N 12+ w. POST9w 1 Q 0 SP m HMHx fox 9E b) D n BE .D¢ nueuvn vnv 5 5 9D nx s 5E PLAN N ARABLE 1-- AS-BUILT KEYMAP 0l RVED BE ... e ,�se P w � 4TH ST PRESERVATION mp�ipp a arcs fE n AUBURN WAY SOUTH TOLST SE RAkLE +� �T PAVEMENT MARKING AND SIGNING PLANS 2133 sox 4 xolawtamuN L4m4r e4xou. vlol4u Nxnx9.1 4TH ST SE CMN' STA 10+00 TO STA 14+00 SPEED 88 GENERAL NOTES lD ITR n«5191. ` 803' Li QaiX 1)iW aO, N W a]1 E s 3a R2' Li f M (q movx aT()RH 1)i3821. NDO U OO N 34W LT 510P SW M SirzEP WWES W W 0 0 �4iX 1]a W.23, W W rn CHANNELIZATION NOTES: 0 o O INT Bil ., M DE... T-121UNE IND.:DDT = Hu, t a1R 1a«]99o,� - m - 1 - 0 04lX 16aa189. OCO' OATH DiJJ O., X 1]i53.44,ME M KWT ET Hut x-bbFW _ _ 1s aa' m _ 4TH ST SE 1950' LT 04 ' °i Ill 0' °rv1`"Eu-lxlo-oi 18 _ _ LT 15WD 1&W 1]WD QaTH 2O6969,52 LT N OT�'� snw swfsJ M IM N PER M" sm DUAL 1941O1 «ozP,� ex ' RT rs.00 �TTH n.z0 �; �1 a.x n.a3.9z. p 1- W 19 41, R! yJ 62' Ri W r nasnc 1wrz w�wxx we Tm tlu 5m mu Z 600 Z J_ Jmill i U U 4TH - W 9e.0 STOP' R STOP S+N OND STRR) I1W6 36H 1H51 AS, Oe 36 31' R RrvH1ar358P, Q a s wx H sE DOD nH sT x na Tm n sE Tx ax ST SE a nx s sE 36OY W .+1915,� PLAN N DO DO 4D 8T69TTTTrm= 0 AS -BUILT NNEEIk oil r BY wTe RsviswEDm 4TH ST PRESERVATION CP2102 g 11aHa epimG,T"w""' °x's AUBURN WAYSOUTHTO L STSE area f1 oM133 PAVEMENT MARKING AND SIGNING PLANS 21aa a / — M1@ S E .;:: xaamruPox aem.r aD�ou.v,oleu Hanx9.1 4TH ST SE s.E 02 STA 74a00 TO STA 18X00 OF aP GENERAL NOTES 4rx M+]0M, �4TX 1 4M EE, O 31 40' Li x ONE m5a-rnsls mr axm RMP AND MORNAY rclwc AN 18+1403. 1D SFEPD UNIi130 SIGN R038' Li Q IN i0 W1YM N 48N 2a95' LT T Q4rX zo+593& OIL O 4T110.42'BL ©4TH 20+47 M, F NJE 4 s[ 1 AT sE M1 �S�sErc < Qi AN 20+4685, 41X la+za oz. 5M, LT U 001 L* U W W W - — N CHANNELIZATION NOTES: O QRX 19Hg02, 0 4114 19493 35, p �PPANNO AM OCTAL T-121 AND rsWI STD MAN # 500' LT 301' L1 # 1 aTH sr BE p YLAs 1 _ LANE E.R PER .,DDT EID P„D1 y- 1B� O4TH 19+93W. _ _ _ _ _ N OµµASFLOADD ME PEF KWT sIO Wxxx-24b 04 600' R W W u-1A10-01 Z Z J 'L J T rtivwre rnsnw awls) a raTr ms1 Pw xA AID DUAL T-xw2 8 1'-T WOE wsnc W11 w�vA1x ME 1m tlu NO mu CID 0 T-4x1 Q ��c. Q O mum[ wislw sw AND POST 19+1911. 23.T/' pi Oi 4M 20H665, EW TC5)4lN 18+9352. 6 W' RT Q 11 T 1m sm D[wL 1-rnNSTALL No PfiRKNRN IRON NO (ADA .mu T-4ax W x3 DID SIT 04T1 20+51 19, AGO NO WA sm. mARL T-402 W 1[wsnw Pm'1 10 4TH n sE 51D 4m sT ED $28 am n SE i��4 H 263901 RT nxA x0 PAwiw 59, O 4TX RZiT R1 6 A 4TH 21+1243, PLAN 2167 M 8CNE 1•_w N 2D 10 0 2D 40 T I 0 r AS -BUILT g KEYMAP 8 _ 4TH ST PRESERVATION oil CP2102 APP�..:�� 4p1°1 "'e Frniole,en AUBURN WAY SOUTH TO L ST BE uxron a.^....• arcs lx AROAULE-5 PAVEMENT MARKING AND SIGNING PLANS RED 21aa S nx +v.:: 46� xolamtuEux 3em.r pDDDu.I=1DI.0 M.DP9.T or 4TH ST BE 1 STA 18+00 TO STA 22+00 a ED as Tx 20+n a,� c ' qiH 20+8449.0 J636 Li i 20+W 88. Qe 30x}5' Li i ROa86 ]8. TpPn"¢ 49 Ja' L, Qe 4ix z,+1518,Q TH 21a0]61. 20.83' Li `21 sr LTO 4rx z„16.I6.p e oo' Lr 4T1 2Hfi51fi, A ,Ja' M z 4ix 21+]1 IB a o0' r RX RHIB IB.Q 4��ao2� nn srs ®qiH 2H]318, 2388' Rr q,x Ri N516. Qs 40J' Ri GENERAL NOTES N gE GI R FOR a.® RAMP um MW WAY Daum w N �jLaz, o n sE L�a2is sm n sECO Wm-- -- - 11 < - -- ---- N CHANNELIZATION NOTES: 4TH 22w815,O t 000' a 4Tx u.9s va, off 0' 4TH ST BE GO OTC SVIN 9Nfn a�xP PE.ro SID on. ¢ ¢ W 411H 22+1616, 4TH 23+3591.0 4M 23x9785,0 35� y O 1 vinxc sw uo P 400'FIT ooa' oao'I No PNGlNN VON ITE COA STD,DI T-M2 EN. w R w FROST Pa M :m DEwL 1 24.n �mmw n POsw an WA STD, DI T-4 2 W D 4M 22+33 N, T771G 2124 Rl 4T 2RSPEE➢ UNIT W SIGN 211,62'61 x x TDx 4m n $E )De nx A m nx 9 s 9 SE PLAN SC IN VEEI LL—JI 8 AS -BUILT KEYMAP 0l _ ST e v„.v,�4e PAoiE 6wGE 4TH WAY SOUTH ON wP�-Oro a area f+ ��� AUBURN WAY SOUTH TOLST BE PAVEMENT MARKING AND SIGNING PLAN$ 213s / q 4TH ST BE sw �4e 3nlawramux Jemeye D . .oiEU Hxnx9•� gTA 22a00 TO STA 26400 C"1a M 88 GENERAL NOTES 4TH zs+zz. i. 3P OVER AND CR3W FOR � gorau. 34 W Lr arx ze+z8 w. Q z W E msa-CR5I5 FOR CUM EMIR AND DOWMAY rc+wc STEP �LT �e arH z8+J8 J6. D MO DEEM zs.� mn' LT z u D I I i AN 28+sass, w a •LT y ' A �+541X N niD W26+25 28+6529,SE 73F N M'D SrREEr RAI NCHANNELIZATION NOTES: PDIT RESEED NOR� A rn DET.. T-u1 AND.meTEll = NAxh ,0 O4 X 28+6890, 4TH 28+8J52, O +u--w n 24 as' LT 4TH ST BE 24W LT 24.J0 Li 'h D" "`x xmo. 0` STANDARD PaN x-1i1- 31� J&� 2B+W 80 u'F ax x�T sm Pw' x-awm-w O rq 4TX 26+05 M.O 4TH 28+w EO.O OM 29+� 25.0 Va~j AND u-1s1J-N OCO' OCO' NEW swlq wraw MET Pw xA sm DUAL Z000' 0�R6+fi523.O Z OT�w J_ J_ Q O Q � O777- �724 40R SO 1XD EIR SF EDE Ell! ST SE SIO 4TH V SE76IN 4TH ET SE 814 ROD ST SE 816 4TH N SE I AS -BUILT Dek NORW P 8 _ oil 4TH ST PRESERVATION CP2102 PROJECT naHeax DA1W AUBURN WAY SOUTH TO L ST BE Damn a.^....• arcs lx ��� PAVEMENT MARKING AND SIGNING PLANS R1a8 aD.6 xolawtamux .bNar eenar. X+opa Wilmer ST BE CrdTm STA 26+00 TO STA 30+00 saE+ rs a ae GENERAL NOTES Q 4TH 30+7912, ¢ SEE �-cnDlsmR Dwm NEON AND OEZXLY DEF s 3358LT p 4Tx W+88 n, QQ 4TH W+W54. I w 4TH W+N a,O rq o za zB' LT m u83' LT z e n SEA�4TH 1 .rx s s szi x s s o p 4TH 30+51 W, m O 4M 3H13a1, V N 1979' LT 29 as' LT Oz+1200,O D // Li w ss �1250 LT dyO w CHANNELIZATION NOTES: y 1250' + y o - O °HAD, .. M DLTNL T 1z 1 ANDTH LSDDTVOEED STD MT PLON + + u_ 1 _Dl M aM 31+2174,O M 0 STANDum Pv u-111 - 1 ME PER wmOT yO4TH 30+4a 3a, o oo' rzT 4TH ST BE of µD H-1M1 _ .m WE PE.uT SM NEON H-24. 04 W 31. RAW 33+W W INST� NEW 'NO PEDONMAN T1m1YwsD NONE -IµDNN- 4Tx 31+13,68. Z 00 0' O p x x 1-2 AND L„-® ON!DN11<DD. NEW NN so. mi T-z.. 24 �a TM _ 4TH 31+13 62, 29 a9 W ex .w+T $IE s E N16 4T. ST NE • 'T SE 293]' M BCPLEL1Nm N �OkLE IN FEINT 0 g AS -BUILT PDUR NOREA P® II _ 4TH ST PRESERVATION e ar onTr_ gen °ev Pre2 g M 1 `a"p„.v, �a �r ��� aECT wuartm PnTE. AUBURN WAY SOUTH TO L ST BE CP2�T I{ z� PAVEMENT MARKING AND SIGNING PLAN$ 21 as o: �e xolawtamux .blrrer ae,lao laDrea w.nN1 4TH ST BE 1� n ra STA 30+00 TO STA 33+50 9< ae GENERAL NOTES T� wo-ixN wa z FRANCHISE UTILITY HORIZONTAL AND r<mru wD.wx OF DIMENOTIONS M[ IN FEET µD TO WRITE THE NG UTI �j,..�=T, OF 4N wxxD�wN.µD=wR2D�,�nDx Z I j II �\ O • 1�� S ✓nix PRIOR OTHERI ro EIII ' rfw.ax, vwrNCTI N FRO ER RED 'i NTEL K ELEVEN murxe TO J Q w ROME ¢ e.rw m CONSTRUCTION NOTES o FRANCHISE UTILITY ' O 4TH SYSE V O a a.�DB� TO ET D io.ro - — 12 00 12.00 w PROTECT 0x0mmaw uw� Pu«. SO ss w Z OF,= Esx w 1 � w2 PORTEN .AT . mo 4TH $T SE 316 4TH 0T RIOT O ET tt u�m N 10 0 ON ON AS -BUILT R.gDURIE)HUNNITSINIEREA x oil r q, wre 4TH ST PRESERVATION CP2102 8 ''DRII TO b� ''xaWrv' o Pxw'cT ==v' AUBURN WAY SOUTH TO L ST BE Caron arcw 1x /A��p�--_1VT` FRANCHISE UTILITY RELOCATION PLAN R1 as 3 ev onTe E /— TO ��1 n waw w a p SCALE5...• 1MSIOIAfON UR101 VI eeOO.�. eMRRa MOOMer 4TH ST BE STA 10a00 TO STA 14+00 9E2' ie as 1 0 4TH 30+79.12, 33.56' LT 0 4TH 30+69.47, _ 't4 34' LT Q 4TH 30+68.54, LT 1 O 11 4TH 30+51.50, U 19.79' LT l 319 J ST SE 1 w w to O O t O M Q U 0 4TH i w Z 00 J U Q _ _ J I I 4TH 30+89.28, 322 J ST SE I I T 24.83' LT IwF— Cf 4TH 31+13.810 1G 29.85' LT 4TH 31+13.81, O 12.50' LT 4TH 31+21.74, Oi 0.00' RT 31+00 4TH 31+13.68, O4 12.50'' R� ARTI 13 822 4TH ST SE I 4TH 30+14.381 1z 29.37' RT I 4TH19. I 2/16/22 I DC 1 — ADDED NEW SIGN ON SW CORNER OF J ST. I Z. ESQUIVEL 916 4TH ST SE PLAN SCALE: 1"=20' 20 10 0 20 40 SCALE IN FEET I Desianed I ZE 1 11/29/2021 1 SCALE: ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: Cn102-CM1W DWG o:TWA H s�ENy 2.4 mTy� 5355 �� 4 alsTb l= 9S10NAL £NG 2122I2022 921 4TH ST SE 4TH 32+12.001 1z 29.41' LT 4TH ST SE 936 4TH ST SE CnYOF Zl77/)AW� WASHIN 321 K ST SE O_ U w w to O t CM M Q H w Z J U Q REVIEWED BY PROJECT MANAGER: Signature DATE: Jeffrey Bender, Project Manager GENERAL NOTES: 1. SEE CR301 AND CR302 FOR TYPICAL SECTIONS. 2. SEE CR501—CR515 FOR CURB RAMP AND DRIVEWAY DETAILS. CHANNELIZATION NOTES: OPAINTED DOUBLE YELLOW CENTERLINE WITH RAISED PAVEMENT MARKERS PER COA STD. DETAIL T-12.1 AND WSDOT STD. PLAN M-20.10-03. O4 2'-0" NDE PLASTIC WHITE CROSSWALK LINE PER WSDOT STANDARD PLAN M-15.10-01. OPLASTIC WHITE STOP UNE PER WSDOT STD. PLAN M-24.60-04 AND M-15.10-01. 71 INSTALL NEW "NO PEDESTRIAN" AND "USE CROSSWALK" SIGNS R9-3 AND R9-3bP ON NEW POST PER COA STD. DETAIL T-24.2. ip INSTALL "PEDESTRIAN CROSSING" SIGN AND "AHEAD" PLAQUE W11-2 AND W16-9P ON NEW POST PER COA STD. DETAIL T-24.2. 13 INSTALL "PEDESTRIAN CROSSING" SIGN AND "ARROW" PLAQUE W11-2 AND W16-7PL ON NEW POST PER COA STD. DETAIL T-24.2. AS -BUILT � s 4tn ST SE KEYMAP MINIM NLY BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 4TH ST PRESERVATION AUBURN WAY SOUTH TO L ST SE PAVEMENT MARKING AND SIGNING PLANS 4TH ST SE STA 30+00 TO STA 33+50 PROJECT N0. CP2102 21-33 DRAWING NO. CM106 ESHEET 77 OF 88 GENERAL NOTES FRANCHISE UTILIT�V �NS ARE IN RR AND EONENT ROPER OFF IN OM WITH ' OR THE R.EXISTING N JI TO OTTE THE wmSK a MICRON LITIFTE RRON CENTER AT OURE OTTION s � R r re o ,NORa MS a� RI IT ,ROM ,. OT... w «,�, TENTS 0 d�PINJAGENTVEREMENTENDLANDII omU�ro ES w w A N CONSTRUCTION NOTES 0 0 g wTww W IFaw FRANCHISE UTILI7V 1 4TH ST SE _ Q '� ix vz HOR 'A"LI`IBLn TO ORNeumED 15H00 10W2 o 0 0 N ©on n w PTFI g w ED w OO ^+ NN + ^aas x x O MAR UxwEIRww UR,,. N FNNE a / s RE —x— ss—d' s s a WA 15a]a]5 1900M IV I 402 RRH n y 4T2 PH n y ROO Rm $T SE am am Si a[ uG am 9 NO iTOZ aM n OE uEAN II N II IN FEET E:3 v AS -BUILT NIEDURIE)HUNNITSIREA P g m $ ''rz� OawWO PRT NE 01EO.0 xWERD NOocF Dore 4TH ST PRESERVATION PRETCP2P2102 d5 • ,2 �w f+ AUBURN WAY SOUTH TO L ST BE WIT ME, x oil NO INS, I FRANCHISE UTILITY RELOCATION PLAIN 21 as 3 F ev wre E ��1 N�frev.NNw ap5m..•` 1MSIOIAfON ,p UR102 JIII SEEM v,oieu Nanxgem 4TH O BE STA 74a00 TO STA 18w00 as GENERAL NOTES FRANCHISE UTILITY iExNow.nE IN FEET wo THHwNROPER ONE H NEHESwxl°"wPowawaTO TRIPE THE iaHORIZONTAL MD EXISTING Nu 3 CALL CNI 5ss a S. SE E PRIOR TO OONCOROXCION ro ro �y N.. 50o r s g OF 4N ' « j �G U� PORN ,roEN .wo sw„c2s ro SE waoml�AOTHERI NPN .NiaM PAvelnrt END �wNSewE EDGES o mux¢ ro to co o o w 5 ru �LIS. MENTION Na¢s, Ero. INAPT CONSTRUCTION NOTES o11 ITT ITTo w w w IN FRANCHISE UTILITY m Ra N'"dTH3TSE`" w TO OR RE,MEE„ O OTHERN NI yN N N 2. ss m OO owu NONE m TIE MITI IN oua m mom—�os� w OO a N„ nrns(ENTE z — z ©N..NN CO W NaErNiTual, a, OTNENT c.EEr. m x O PROTECT NNa,w UTILITY. IN PIERCEPIERCESS SSSTA ISIM E ® 3 800' NETITTA 20+3103 NET S R nx 91 510 4TH N SE 51$ .IH ST IG� SE xe RH SI SE JO PLAN SOME r=2n N m 10 0 m w I o AS -BUILT �N KEYMAP w`oil NI DONE, IN,aaw, FOEWER) BY ST $I'b� ''NaWrvoo PNoJ`E. u.EN,cE wre 4TH WAY SOUTH ON C�ITME, arcw J,+ AUBURN WAY SOUTH TOLST BE T FRANCHISE UTILITY RELOCATION PLAN R1 33 3 TRIPLE Ngnawre� rev.Eww apSIoz...` 1MSIOIAfON URIN JNmNr 3NNo.�. PmINN u.NauNI 4TH ST BE STA 18+00 TO STA 22+00 41E1 w MWERINT.I.. OR as GENERAL NOTES FRANCHISE UTILIT�V �NS� FEETo EANNOT ROPER ARE IN OM JI TO OTTE THE HORIZONTAL AND TON OF THE NG UTI c �� s 62 z2. o z. ss ns .ro s, zs c o 4a.^UPz PRIOR TO s"w.mss O as�wa om n o"ansU" 2 THE ."u _ _ DO, ITT ANAA ' (�j n >R 5 ALL WLE. 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RED DEALT ME ADJACENTPTvdurt ADD Lw¢cw[ ETI PLACED mum TO w w w- __ __ __ __ - __ __ __ - __ w V) w CONSTRUCTION NOTES o 'A 6 ro " o FRANCHISE UTILITY n " "� "r iao N Lax777 N ffFI„EETT fP ua�c"e�25 ,o Q " Q es R5[I yT TO RES 5 "di N PQ"s u"AA" ro er rs"orco AND rtwam w ONM(m w �� �saTV SO I w -L M lAl$—ss 2 J J U U F F 612 P Vx zE a nx s, 622 .ro n m 702 RH 9 OF +oz nn n -�. a FE n OF ANA IF scPPNrso N s PLE IN rEEr MKEYMAP AS-BUILTBUREDIFEUNNITSINIARIA "� $'liamul'b� ''paWrvoo P"oP2. u."ocr wre 4TH ST PRESERVATION CCP22102 arcw J," AUBURN WAY SOUTH TO L ST BE WIT AD FRANCHISE UTILITY RELOCATION PLAN R5 as E ev wre 01 9mT rev.2w w a p sw 5 � �..• 1MSIOIAfON UR101 4TH ST BE STA 22a00 TO STA 26a00 5"n es as GENERALNOTES FRANCHISE UTILITYY D, Adl9M61F[ x DEBT ROD IONSIDIT SI ARE IN CH UULTN A TO VERIFY THE ANTIZONTAL SEA RTICAL LASPARON OF AD IN, K THE EXISTING UTUTER $ i o.M �.,,. - ,s a- c ' Is zza � s SE e g �F AAN NLuHOURS PRIOR TO µo sz.�IOUNDI N.�„ez„ n o�3 CHAT UTILITIES UNDERPIN AND ANDREI CENTER AT 811 A z. ILAF _ ;,a }�. _ ,XGzzx,SOL PAAE„zx, AND UNIMPROVED aa�HELL o mum IT w T w V g G G PAT G N -- CONSTRUCTION NOTES ANSI IF. HE, FRANCHISE UTILITY ry EST `R Ai STSE EA rw •A S '�w,o YNORISNEAdIOPIAOTIP BE TRIBES _OF APPLICABLE) TO HE ROBINSON m e a zz ssAN) 27 �B'0° e < zz ' :` a ss�r zz Ell ©O^O^ Pae ro worewmi Pua w ss CJ� s w O SIDE „I ro E ABANDONED BY e,.,: (P� z _ — — z © SID I F.E I.zn FLUIDS O _ _ �zs u �ru. p «E 724 AN ST RE 802 4TH ST SE RAN AM SET SE HO INN $T SE ITS AT' ST AD 811 AND ST OF 818 ITT AT RE IRS TANI DNA I .r. e... µLANzO, N SCALE IN FEET !I .i l AS -BUILT KEYMAP �R IT r£q a� 4TH ST PRESERVATION e CP2f 02 § III A "SHORT NSA.'�eWh"'s e �,@ f,+ AUBURN WAY SOUTH TO L ST BE G„D.a,AD ddDEPOSITED 'S FRANCHISE UTILITY RELOCATION PLAN DEORNDRz as A scei `WASHINCION 4TH ST SE URlos {I{IV Je11,ey BenOeP PmIeG Manape, E, M R,AAAAAAFAR STA 26+00 TO STA 30+00 OP as GENERAL NOTES FRANCHISE UTILITY N OTOME ROE IN REST AND V: 2 THE HONTAAR�TOPR OPAL " TO HORIZONTAL AND r<Pau wcroB OFs EXISTING UTI UNDERGENAHO LONSFROPP COFFEE AT o I ® W J I R 322 a n sc 921 .m n z[ �'�� x n i[ O p.e x Crs ORE ANAl PRIRPR TO ON$TN ro IS PWnoso 1F^Mxi6P6uP N n a rc s « 1) 19 , n sE n BF, L 7 C KKANSI v'�"� DMAXERS LANDAI SENATEME neaC mwu ro wARE 0 reps; w CONSTRUCTION NOTES + i FRANCHISE UTILITY tmw w w M O of —" ztF xMNABLE) TO a mq.[x µ NONE) hOO .wwE E Ps twwal w B :" : s.00 8 sz.ro w 0. PPorec ��xommwro TROPE III NAMES z EPA .WWz O OAS MAN NOT EXTEND "NO NOINKI OONENOTOR THAI x j ro o mwm JASSPORTS AREA OF WAITIT MAIN WSNSJATW NEAR TO U sB U pEPCEI�['/PELOdnW wn PSE-Cws OF S9CX as PW9BIF. F F Q Q NTE NC 4wnR exx .w ST OF � 9W ax 9 aE ale nx 9 4 aPLi'--xv N SCALE IN FEEIT 0 q AS -BUILT KEYMAP k FIFAPF KUW BITT AN DATA DANNITH! IS 8 ''a� paWry o a ^ wA, 4TH ST PRESERVATION CCP22102 arcw J,A AUBURN WAY SOUTH TO L ST BE 3 E FRANCHISE UTILITY RELOCATION PLAN �21133 w p sw SP P Y .✓° E 1MSIOIAfON 01 URIM 3$S ., n°' �emay eamx.vroleu wwm•z 4TH ST BE STA 30+00 TO STA 33+50 z'FE' a3 OF as �� ScwEixvEEr GENERAL NOTES FRANCHISE UTILITY EONENT ROPER OFF IN ROMEO THE EXISTING NI . x.us PORN .ORK MD $w,roEs TO ErsmOm n OUEPS � CONSTRUCTION NOTES FRANCHISE UTILITY Oµ OF ma rzuc�u zNI � URI p "s UNN TO w RiNNNTomm E, OTNENTHE 1PEET ©"S EvI. TO 8, OTNENT(r �MEETTU +.RN PENCE O smcnvE TO. FIP c E. Ours wNml KhYMAF AS -BUILT g eurvc Nrn, �� 4TH ST PRESERVATION CTHE P2102 n AUBURN WAY SOUTH TO L ST SE uxmn a E arcs J` spy FRANCHISE UTILITY RELOCATION PLAIENTN 3 5 � Y .✓° E 1MSIOIAfON I=n UR1% ., n°' �emey eem..vPOleu ua�m•� 4TH ST BE STA 33aW TO STA 38a03 OR w LEGEND: SEQUENCING PLAN AND ANTICIPATED WORK: llxFOR ONLY .DRx ro BE COMPLETED D ME a HIND REMEMBER RUMORS N ST BE RPA) ME E OPON MARL BiMINIMUM NOUN ZONE ow Gosso .w5. 5n 5D +aNG x.� n STT..NT r1wRDa .� AY CLOWNSE THE MELOCIANG MORE MUST BE PRIOR TO CLOSING SEGMENT x INSTALLED �► Diacnw a VLSI HOURS INCLUDING CATCH UN SETUP BUT SUMER EC ANHOUTS. ADD STRUCK TE-MS INSTALLED MANAGES MEMONAL 4 AGING, v wnw ainwu. CUM uo SAMOA a.m RuiK mrt'vEFTE LEVERAGE, SM S Res , IMPAC v ARGUMENT STRIPING GASH BY T SUGHS INSTALLED AND COVERED 'I .¢[55 RWrt �rc^ u5mEOTHUS 2) SUMMITx 6 z>a[[ UNCORKS ARM MOST SS TEMPrt MATTER ALL MANOR SURGE USES NMClulm SORM MINIMUM wwxwnnGi BUNCH�FR�NDS GEMGCATCHMEANSGMNS TIE-IHALT �G ...� GROSS .4YEM•4. N@ uO SOME. N@ RAMPS. T. D..NTMRw M0��IN AND RURPDrtRACE APoUIXNAGRAR.USING YOUR SUMB)ITxCOMBINE A� NOTS SUMEM I IS ENLY ABSORBED BE BE CDONSID FER THS FIRST MIT WARTUNS MET U THS PREDICT FLEMINGS NAME EST AIRBUS TYPICAL SECTION SETUP DURING WORKING HOURS RUNS TIES I.N INPUT UJI � —._ . THE CONDUCTING NMI AMOMMEATE ONE WELISCALAND AND ME FAIRMOUNT TRAULANE AFTER TYPICAL SECTION MAKING NATURE ANK) ON ACCUSED& CONTRACTOR MAY SHIFT FARES IN SETUP DURING NON -WORKING HOURS AND WEEKENDS MAY)�BEEFDIC " ON:`�sToSUN CONSTRUM�ED MTHIN r°ON DELOUDER TO PRONGED SE THAT An CONTRACTOR MUST AM BROMIDE BE AREA COMMIT USTIMPANCES TO THE EXISTING &REASON SIT IF My ROTATION OF THE SIDELVALLC IS TO BE STESSUP GENERAL NOTES: I MUSE HOURS MUSCLE SLUMP HAW SUN BROKEN FAR BIDDING PURPOSES AND SUN ONE DUMB FOR MAPS (MUSCAL STRATEGY US COMMUNIST THE PROJECT THE COMPUTING MUST MOST PROJECT SEEKING WATIC MARRIAGE SLUMP TO ME MY OF AUBURN UP APPRONAS. RAI T. FOR URN FUM UM P OR axfORMM m� aCT DES MOTOR) AND MUST sw Ermx.TON MUTUAL 14551 * FACTIONS OF MAKERS NORMAL MENAME] ARE APPROSIMATE ANN MAY ME MLOCCATED TO AGM) MRSTRUMONSH * SEMICONDUCTOR MENAME] SMALL BE MUMS UNLESS APPROVED OTHERWISE By D� OF AUBURN, DRUMS SMALL CONFIRM M THE SCSI TS OF ME RUMORS e STEMY BURN MANNG MANNG uw¢ (ORE C. MOTOR) swx DE USSR ON ALUMN nxD DESIGNS AT xwrt ae MUSEUM, * BUT ACCESS TO GROUNDS SHALL BE MAINTAINED FOR RESUNTS THROJOHORT THE ENDED MRACCAN OF THE PRODUCT ONATTRACTOR MUST COORDINATE PULL CUTS OF AUBURN FDA ADVANCE NOTIFICATION FOR My AGENDA DUSTURBANCES TO MI BURUNDI * ME CONTRACTOR SMARLIF MAINTAIN ME EASSBULM 10 LUCY MINIMUM REBOIL LANE EXTRING BURN HOURS TRAML ME WARR SHUT AS MEASURED US THE MISS AFTER ENCE A My CHARINDUZATION DEATHS * THE CONTRACTOR 19 SUNNI CUT MAINTAIN PENTEMEAN ACCESS STYLES AT ALL TMES WHERE �MC�M AMPATES INPUT SIDEWAYS AND BEAUMONT RAILWAYS. ME SUNNI MUST PROMDE A SAFE AM ADA-CMPUANT DOCUMENTS DETOUR ROME COMPLETE SILLY THE APPROPRIATE DETOUR BREACH COMPLANT AN CURRENT BURNS STANDARDS 10 CONSTRUCTION SIGN PLACEMENT SHOLL MEET RORK GORE CLEAR GORE 11 RATES CONTROL SETIF AM CONSTRUCTOR HUNTS ANTE SURPRISE TO RRDMg��M.AURDaaGR�.TA�MomR.,aGGGw�k A�� xN 12 THE SABOTAGING MUST PROCIDE ADVANCES INTERRUPTS TO MY OF AUBURN, GARBAGE RESPONSES, SOARED 99 BY wre UNTSTRIKOBBE 4TH ST PRESERVATION CAT P2102 gl�l °�'L° ��+ ��� AUBURN WAY SOUTH TO L ST BE axmn ss MMT av� q e SSW 21-33 SEQUENCE OF CONSTRUCTION MASAI Bill A g$€ Y r• .CAN+r WASHINQION TMW1 Fi m ... KOr Jellrey BenOer.PmleG Manager 5a p5 STA 70a00 TO STA 38+00 a qp SEGMENT 7 (AUBURN WAY S TO F STREET): LEGEND: 1, ROW) CLOSURE AT Wl AT SE BETWEEN AUBURN WAY AND F ST ATE ONE LANAI J%JAM FW RURAL BARRELS, OLIVETTI TO FIREME ARCANE AT ALL MAN THINK MET ME NO .uB TOM a CLOSED AREA ME AT ME FROJERET. ME CONTRACTOR WAY MAN IN BATH SEGMENTS AT ME MENTION o WAY NOT BE IN MI COUNTERTERROR� ME Wo.� men. 6 rE MALAWT. ABI NOTATION OF VISHOWLEAS murw * OLIVETTI AHMED USE FIREARMS M FARTMATE FRONT YETRIN DIAMONDS M WARNED TRADES MR HE TUBE R BARROOM )RETURN CONTRACTOR TESTED) TRADER FORWARD BEAR. � MEMORIES mi.. �xa u.. vM m BOOSTS MOOT ED ENMED, MEET axo TRENDS b oE,o� MEN AND MANOR RE NOR MEET WOW VAR AIMMINUAL TRAFFLYS EDMOND ARMS NATIONWIDE, JIt P:! ��a� _ —' AREAD — LROATION VAN SHOULD BE MOVED TO AFFQMI HE EAS ARM Zr g �I AUBURN SCARMALL [BANNER UIRUZEAS ME MORTHERM FEAR OF F AT a MEMOMMON FOR ONLY NORMAL WORK MOUNT. NORTH WORK WOMAN. THE (CHMAJETOR SMALL MARBLE A MANDOESS OR WHEN TRADED CONTROL CONJIMMUTION TO ALLOW ME RONALD M AND FARM NOWN FRED OF F AT BE MEMOMMON LAND N EOLSONAS-BUILT ARTMETIKEv�"P t y 4TH ST PRESERVATION B ro�.w aAR w i�arz `AN. vw•c*uxre C�n2102 —TNO arcs f+ n AUBURN WAY SOUTH TO L ST BE TRAFFIC CONTROL 2133 re.ww °p SMILE SEGMENT 1 CLOSURE T1,1101 $ JeOey BeldI Project Manager Ea T N SEGMENT 2 IF STREET TO M STREET): LEGEND: CAN LOCAF MUM, CONWASSFOR TO � ACCESS AT OF TOM MUST aTRONS OF ME PROTECT. STAGE MURDER CANNOT BE IN CONTRACTOR! RAW SHARE 1 ME wR. NONE a CLOSED AREA ME MORTHERN FEW OF F BUT a * CONMACCEM MADE USE MONSANTO M FARCULATE SHORT TESTS CLOSUREOR WARSAW mane �► ^ vurc AM APPEARED CONMACCEM FROADED TRAFFIC MIAMI PLAN WE TME T SOMETIMES TO, MANOR � TORONTO ANEW. Mul. AN FORT, WOE CONTRACT TO FREMS WRIAMMON WALLY EDWARD * MOMENTUM ACTUDEM MUST AN BER AT ALL .. ONEe9aTT MUMPz"CAUCTIMP MR BE ITERMATED TO, MONTE A CHANCES OR OTHER BAY b CAN rc P••ors THREATHAS SUN WDENTRONED THAT ME NAME. THE CONTRUCTOR SWOUL PLAN AND THREAT w•xmi.w CROSSINGSCROSSINGSgmss wurz aa-a.smcro. ucwmRs TRACM COMBINE CONFIGURATION TO ALMOV BELS BANKS ON MR 5, ONE MEET WOW CAN NARROWED FORMS MUTUAL SETUP FROM TOWN LED OF F AT AN TO IL .,.,!{fbp — - 1 � HIAM I I � NINTHE�oRSENTENCE OF WORK THE NRR�RECUNTMEMR•��u�N w �. At SIT.I FUR 'I � . PLPLAN� N NORTHBOUND A INT BE LEFT MEN � RESTRUCTURE WE ITT 0 s To HE �o oORiRO.ORRwO MUM I. AM AT 0 AM MR xE AS-BUILTSOON UTURNETIN WAS Kv"P STIN, WORK RENOWNED By ry 4TH ST PRESERVATION BIT CF e. • area f+ PROJECT u.N.r�n wre AUBURN WAY SOUTH TO L ST BE ax TRAFFIC CONTROL s sw ,OP 11 gn�awramux SEGMENT 2 CLOSURE T Joney SUMMI PmIeG MITI z < 3m ST NE m B IDS SPY Sr NE I __z^^,s -- -- k""6 2O s NE § o ST r6ti4xw NE z Tar ST SW y 2ndm ST S0 1 rc G 1 arm I° B `Boys )r a / auxuxcrory Ora NE 3 I a ._ PSU,nnl 2aa ME _ >b 2na ST NE NO x ROAD x DETOUR ral ME ral sr rvE xDETOUR 0.HEAD O v.l sr 5EN s G N RPL "IJ ' TRAFFI AHEAD AHEAD Q PL IL x - p MAN _ST, W20-2(MOD) M W20-3 M W20-2 b Blaak/Pangs Bla4/cI Black/Q'ange 2 3 E lPt S BE G Q 0 �I msr SEw6 w 2nJ sr SE dTX ST SE dTX ST BE B E SLUMP 6 a 3m iST SEMI & _ ar DETOUR r DETOUR _ xn_or sE DBE w ST sF ATMiY SP 4 m n m M aL 2 ' �, v PL & Blaa(/D angnga O doan M4-sl(MDD) g� Bla.90 ON U V 61a na ST L'/ SE w ST 'q _"-. &/RLrM( tv } su BE E- qTF dTX ST BE dTXSTSE BE sr k7th sE 'usln S, sr . SE h BE Ib 6 RO(ne fe x- DETOUR 6e DETOUR SW 3u $ SE a4 W 3 _ fi - Bl M4- ) ! o l 1 1 9Rng 1010 5^ y 0" 9 m Rlock/Onge Black/OMmOe \^ t 1110 SE O .OiBrZ I 5 0© q aY m' " ROAD CLOSED 4TH ST SE CLOSED 13TH H BE 5 6 w LOCAL ACCESS 30 AUBURN WAY TO M ST i 11' �.�o I EGA ONLY LOCAL rRAFFic ONLY - lsn SE d� �� �40 = Bloafflhda Reloa/wO) nn s d < END dTHSTSE ROAD u h c PL --1 ° sE rr DETOUR DETOUR CLOSED Bln STI�� M 30 1 FE �`� �� A' Bock/Orange j LEGEND: GENERAL NOTES: ( m' Rl xnll. Blmk EASTBOUND DETOUR ROUTE 1 ALL TEMPORARY MM U T CONTROL THE COS SHALL BE CI CATONSACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC 100/0 °) O y NESTBWNO DETOUR ROUTE CONTROL C£ACES (MUTCD) AND THE CONTRACT SPECIFlCAPONS Blad/Ornge r4 + TEMPORARY CONSTRUCTION CLASS A SIGN LOCATION 2 REFER TO THE CONTRACT SPECIAL PROVISIONS FOR CLOSURE RESTRICTIONS 10 -R TEMPORARY CONSTRUCTION SIGN ON TYPE III BARRICADE 3 THIS TRAPTC CONTROL PLAN APPLIES TO THE CONTRACT PROVIDED ROAD CLOSURE ONLY THE CONTRACTOR SHALL PROVIDE TRAFRC 2 MITI PROS ED OLDSMAR 12 2 WEEKS PRIOR r0 CLOSURE CONTROL PLANS (AND APPROVED BY THE CITY) FOR ALL OTHER WORK, PER THE CONTRACT SPECIRCATONS PLAN 4TH ST SE 4M Si SE ® CLOSURE LIMITS � 0 BE IS GATE ° BE START OAS ® PORTABLE CHANGEABLE MESSAGE SGN 4 SEE CONTRACT SPECIFICATIONS FOR ROAD CLOSURE NOTRCATON REQUIREMENTS V CLOSED ( ) C103➢ ( ) 5 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS ON POTS. EXCEPT AS NOTED OR AS DIRECTED BY THE ENDNEER 25 SEC 25 SEC 25 SEC 25 SEC 6 DETOUR SIGNS MUST REMAIN IN PLACE THROUGHOUT THE DURA➢ON CE THE PROJECT AS -BUILT g J THE CONTRACTOR SHALL PROVIDE ONE-WAY SIGNS FOR EACH APPLICABLE SIDE STREET AND DRIVEWAY pFgpF ygrM6 }'ME, On, INRI y RHWWRY OATE REWEWED BY ellMANNAA wl� a� 4TH ST PRESERVATION 1133 .vX., °«^a I, + ��� �orECT F{W AUBURN WAY SOUTH TO L ST SE E arcoF l s.3.� ..ana ROAD CLOSURE DETOUR PLAN ET g$€ scAi Y /Aa WASNUIQION ENNI Jellrey BenOec PmleG Manager NORTHERN