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WTR2700673(1)
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CLASSW EXCAVATION S.AT CONTRACTOR'S OPTION, FOR C C LOCATED A'-C'OR L'35•BELOW GRADE,PANELS MAY Be FURTHF GOGW0T - ` TO 5"THICKNESS. 10N •--'--'+( 4 4.FOR PANEL PIMEN5101,15 AND REINFORCING, SEESECTION A %Tf1NF I I I'� S WALL ERECTION SEQUENCE'. SC!E RT e FO TLO' MWT \1I PROVISIONS OF SFECIFKATIONS T OF BMIN 6AGVIutq�/ Te. II +� -_—Y3 RCM/! SY` EMBEDDED TO 6.PILE TOLERANCE: Se!SPECIAL FLL! 'cl L/1 HEIGHT OF BOTTOM Or SPECIFICATIONS. Aaa tlRMR1, 9 D i,: Ih� PANELS 7.PIIl-S TO Be BATTERED AT A SLO SoR Rl t A He aRcatDNo e ) -t� _ pi 1 AS RIf6AR —r,W PANEL SETTING ELEv4TION- DILE INIT14LLY ELLVATIOfN•PILE AFTER ffYrAVATION VARIES-Ste . NOTES I,L.3 -- ovMRFILE f "I �DEIL RELIEF Tr Q[e16tM7MN'A' I" } 5e hIS HNC. 1M"O.aA,t aF. � 1 I �-- y _ - ♦B 6 P R FM 6"AND PAna O S •o B o N f, FOR " Iy a FANaLs to �I ly — I_ ♦.,�.ri WIT/ en,D _--- r_— 1 1.. C pC �__FCRMACQNOEIN(N.YCTY ILMTAfaGM C NC/65Q.sy/"I SO. MAX.? C v a it-I.F 2 DETAIL E RRd+rFAta ` S MCA"!' ,'.1-O to tewaR LI�eO t' 1N-v 'NGGLu[OI'RENe srA PLAN —TEMPORMY 6OwNMia CC ... f.� LAGGI nG• —RA.NeL SEC SECTION C RAISED NOT NECESSARY '° ON PANELSLS M DC;.DW GRADE, a" t AWAT DETAIL - PA 4 � a-% L C K-A^�eMeNT SECTION r i• '; C•va y,aan 5 S4 aCA0: W 1'-O" •1'-O ( $In - e % T'S YeeVa IN PANE - j -.GALV. !'F BO. aS MYJI ee TA&La T 15 CONC.PAGE ° ._ FILL CEP-5eL R�Ly/Bp((a MaA.FDR NDM. >YdET FOR AII„E In I �tL JETAIL1i R7A11.� � 11 IA.fOR 76'pM. ILl ANp CA¢. wN WIY aSgt } / I �6 EA.FOR Swow, IMtNT MIN HNCAe! __....=�� AM Tat MM *l 16 GA. ' -T0392A RXLBMGTN ° IN p EQUAL ro P•NEl 1 tU pR FKA — • !P 1 THICKNESS STtaL FILE RAta:t 1 5�N4R STUDe a WLM }►. A RANaL OJCR FL I W'4D TD \. G S�•` � ino�eexs[M e�;.t oRAwa! Iu. �' r BEpMlN �F . / LeNGTM O OMI Texnl.e FABRIC GDT - SG Mly1♦W'ltt OfH FIITIR 6T�aL WINRw GA. WVlr LAf16HNb As T OETAtL g ae DETAIL SECTION S6CT1ON PE31GNATED IN TADLE NTS 7e nTS B Dt BG4l: 1°.I'-o' G SCALt: I ! "t�TI'� uAs c CGnruainD Elgl ^attar. FUTURE 0 aaP-10"111 WELDED WIRE FAMIC LACAIWA W-011 t PILE 5CHROULE FINISH CflAOE IN.I.C) - - — xa.S_`n>-> •3wio1 _ �2?S-3. C%P09GD MINIMUM N��T� A{gCy,D uow CM WAN A4.PANELS LOCATED R'•0"OR MORE DEPTH STEEL fMIT0.`l BELOW FUTURE FINISH GRADE,USE S'PANEL. (FT.) MID,p(WWF) „a6yT --3 2 FOR OTHER PANIEL%2'-C OR LESS MOWHICH WILL FUTURE FINISH N TO a 2 LAYERS W20 A wu-w N" >N' E>t' bOp 6, PANEL THICKNESS MAY BE REDUCED Ml TOµ 2 LAVCRSK WM \ WV aiR >w y' Ib 3. AT CONTRACTOR'S OPTION, FOR PANELS 0 DC AX2 x W16 C WN•Itl tM' LOCATED IV-O'OR LGSS.DELOW FUTURE FINISH Ip 7 so GRADE,PANELS MAY BE FURTMEP REDUCED !LAYERS p W»ate all 1� TO S'TMICKNCSS 61010 4x2 WflA W30 I3p Sp• ow to �IRJ A,FOR PANEL DIMENSIONS AND ♦xlU1AYWlE1l %WIN R DA !0' 1p f REINFORCING, SEC SECTION A 670E I LAYER - •TO 6 4xit wltx wal p WE1a W? al' SY is S. WALL FICTION SEOUENCR SEG SPECIAL I YER H Vx1•100 PROVISIONS OF SPECIFICAT ON$. 0 TO 4 4X2 WE% WIG 1 LATER 6.PILE TOLERANCE: SEC SPECIAL PROVISIONS R LA4604 SKI."Y PLACED \I OF SPECIFICATIONS. 10 THAT HEAVIER REEAN IS IN THE 1.R125 TO BE BATTERED AT A SLOPE a 1 IN 100. HORIZONTAL DIRECTION. F PANEL SETTING RNDISMOAT1011 a! Wme ® © © © © OA H O DETAIL 'RE IF caae.RIa _..PANEL � fT'tR) S!1DL7IIDYR) A Ta . � � y Ea» rLE:�.to�tLc'v;e' gxus Domll6 j} u! a W7 wA1n10iu xn7 -BEVELED wUHER(TYVH ��00.ANµ I I� ,WI LD E NT N F T G TI H TI Tol�2� ETS M d kk�fM! TS 0?K. �. SIY CtT PERMANENT &AGING —!•AE XTLO'DOWILS MAX. 2 DETAIL D SA DETAIL Sa p AIL-5TIFFENING BEAMS so SCALD I'-1.0 P Sy l' VC•I,;OTi • ONG [DPR�NE 5M Tall Ih 2av24 tQM%TIFFENWG StAM9 SHALL.DE CONTINUOUS u CD FD11 A MINIMUM UO TWO PILE SPACES. ,F AA L. ...•F •� RAN46 Wa{Ip J F NOT NE,:•SSARY "A SyHI FKIDW GRAVE. l' AWAY r , _ SIIIAR StUO '-2-1R`A•l SHEAR STUDS 66"O C. MeeM S�RLCTI'//'p1►� l" .• � �AA SHOWN _R 1CI�'1 : al( w E� / %SLENS IN RANu — iI Q I�DD/ �. W.A'S1.0ALv. RATE tt }FF}BIII II I� F OALm we IDLY g I�- _ PIN Z.m I� I c. 'ape—f" mQ `I _ ._. ;v`t ��vy�( �"` _ A '"°! DETAIL •CAP �{„�'"ril\ 5EcTION �IitEEo I.,.I_0" 1`V' a7r7i —'1rALE .•.r-o• T. Ayr a� 1Y!' MIN.WIRE CLOTH •- y\V 1 'Jy1SAl STVOI a r"CC. � ' „ MNCL OVER PLANGE r . C.P IPA MDD1I M[AFILL BEHIND ��VaW ffOO11 D Low vulva ♦',- aIAF✓re SAL.[Fny I ._ .-1T116 wlDl PLAIVII a GFOTEXTILF FAIIRIC CON_ eNCI&MMENT III,.TER CITY OF RENTON Ir LAI34INQ _.l Pan.PTYa H, o. I..LIC woa a. wwF uygllva AS J 9 M DETAIL• PAL! 3PUCG (TYR aA RE ACkMENT C �y IN IA Lr DESGW.TLD ' DlER PILE RETAINI Yell E atAu: I •1 TLs UqS COMPANY - .—_ Conauttx>Q En0ln r%anC Al COT r aaww I FRONT FAQ----- � -- ---��—_--•�_---.'�.--- —'�'. _�'-- _ — 6ACK -ACE PARTIAL. PLAN SC2+t,tl .q'• n $ n a � su horlI 1 4 54w. FUTURE FINISH GRADE(N,S.C) EX15TING GRADE-- ` 0141514 GRADE•FRONT FACE \ x1 2�-OX W`d LAGOING(TVR) �I 40 30 u — p WINE�(T6 [ 10 © © ooc © oCIL) Tc� © 000lot © URSC 0 1 9 U O u° ® US u° �° �° saucrsce ELEVATION co suninge� SeeE { -- • 1R1� SII�es:i41) _ _ --- - OONwAuLTbN a SA&Z W ab a$— SOLNERRPILG "WING -/�F CONCRETE ENCASEMENT _ __ . 24 b '—s_26 _"-- 26 -BEE DE74I1, 'f a-o' '*roi PARTIAL PLAN Hms; t. THE� SWAMINIGH llt&m 119c�o wA.nn -wi may. LANE ANo M NOT INCWDED IN -Nro WNT11I -He %RAM AT • THE 74P OP THE WALL PM THM CONTRACT A THE lWSTIN• GRAM t V-AND PANEL' ,NO+U^l -AGGING WITH DIWN PIPQ. 3 0 -0"(L4% AeO`IE 4ROUND LMIe LOCATED 6'(MOH.) _n ON WALL IIe T IACe. CITY OF RENTON 1111 U u IYI I1 U U U 11 OlrA1TYeNT 0e rYItIC MONN• S.W. GRADY WAY BRIDGE O O O O O REPLACEMENT saaER PILE RETAINRIB eEw. © O © O C? © UPS COMPANY KR rw N Consumng Engm rs and Analy9A _ $ea1Na Waahinglon Nl leaNlN w rNl rrl •r•ww•_._.._-_____� NMN._ >.6J_ r — -- - 30 ---- 3p ------------ —-- —x --------- -----y - - 52 LAGGING FRONT FACG-- —p ——— - --.— — --yj --�:�---- __ --- -- —�. RACK FACE __-___. ---_ _ -�� _� -�•--_-- ---46 —.-----`----.— - --- - --- 4E _--.-- .— PARTIAL PLAN ]CAIG: Y•A-O' 1 52 � 62 8 a � n in Li � !lE N016 t 1MM FUTURt F1N15K GRAM IS I.C)� g `EXISTING GRADG----- w FMI5N GRADE-FRGNT FACE 7-UX SILAGGING•Trv. eo � 40 !D i tv,JP ONT &A ICt P ICIN! _ Con t . IO•O _,_ SsntUe. • YYl\ wY-rtNRI W W tor, y. _./�.y� n � a1d1pW►7 E Or PARTt� N R g R g x mom; �.TMa ruTuma WNMM 01A01 V/ap TD TNl MNMH • GRAns Kasulala MR.Am m 2-400 KQv, t/Wl AND to � rrae�+T'RAcL4'r°mc. 'oaIT���7u71w�1 mT 4XIO it GDGR AYCT n TKz a><I•nNa Glues. R,NINCCAM 010 WA 1NG WITH fl—n-- ■ DQQWm Plrl. — _ —_ 7 'l.IDGTYD D'MNNN r.T o Be ADOW GMAXID ZINC tON MMII'NONT Arr, • o Ua oYrC)�YY OF RC. cOwo wwY - S.W, GRADY WAY BRIDGE a o a a a ® ® Q D o a o(, a o a REPLACEMENT Cb> OD ° Up8 COMPANY SGLo)cl W1L IIETAINO WALL ATICM`1 r .. 9aatlM,WaYlWgbn � ww.wYw wr u.w wn wwe.re._._._._.__—_. wv�..3Z..s.D� ------- -------- —�-- __— IPPROACHUAO ----a ' -----per ----'---__--__----- -1M n - -- — --- --µ —.---- -- _-- ------ --- ftxIP E►IttN WA Mt"qce ——— V _ A tyr, We65� i 1. �r r�'�Y ��wfrr Sr-y VM+1 1r �r riNMI.OrO! Yr�irrp FOR AN u po cworDNjMW� Iwo, t aB -ur�oP s rlr vrLL w+► i• p @ y uNnucr �++� saRwr �uw g �r PARTIAL S 16. 0-- ot 4 .INOWD" ,4DO(NWO Nu�h6N•�(M N ) � NG4 /XLr�R8NT F jfyp� r3 S Qyp/ u, k cY $Y if 51 TOP OF -; ar. Y. cv c.r. ar 2 MN�ruttat[ PINIyN cave CPLLCG .. -- "r"wwx-PROM fw= UmqT OD 39g all It= h QDOaO r -f... p UAS CO .____ U, OA A wro� VI — APPF4ACH DNr — �`- a--�y� y Y .�����..� —��� y ya��-a�-�.�.��► -•� a�aa ♦.��� tea_,��L��IN6 ~tea _Raw.gkmWMu—_ 1 I, PARTUL PLW —J I*Mar srintu� '� u�x� ^wsr s�'MNo M0.0 Na rJ wYrL TA cY. Cy. cc 2 to► . V � �!P►.b�oe• s� D�Ti►�L ►i WA.M 1 .I.a. — g R g N n a h FIlIf ip,q � yam` Q p © M Q ® ^ fy CITY OF RENTON S.W.GRADY WAY BRIDGE // ';Am row •OLOIN I'Ll[ "m VAM.. j © COWP fvy . Q �: A CarlslNppq��E�f�gMwn MM An/yMb •+.••�. GRAPY W k O p �.—RETAININp WAIL 36 '"- ---� CEMENT CURS+6UT CONKRrpEtE 4 s 40 42 N ��_ ��----- r ~•�� aD — J ���r Tt •_ �r� NN OLMD MIL 'NM P O1AMMrT I•Nr eCAI.L'• 4�'�1V' -VP OF WAIL AND Fw GRAPE GACR RACE a WALL DST GRAPE FRONT FAM OF WALL R ♦ N MANWOLE eLEV•40% t: FINISH GRADE FRDNT Mee a WALL C; O + FF ELev.42W iIR 1 +'a ------------ G.LN. Sal eL".429 eLEV.359D I i L_J BALKFACE ELEVATION AIL' UPS CaRUEkq E W 1�1 II,URAf" wAY n X'A ION �L �����\_':•i] —.}-� /3Wg1. f 1I( �IMM. OF Rom exlara�ar _ + MUNINWNO WALL QR"w 1 GRAM IIIIIIII'LLS le mm. •�•••-•�'---ter, �� '—**AMD fk*JW WYa SECTION-TYFM rrrrr ��_ +e 1 low OF MWNUaT I•p p IN MN4lt KO•CIJL TI►1 4 II . .. l TRA.NSM1b101V 10V2R 1 ♦��A 1'!�- ATR71'1 PLAN warl+wrwN APPRO)l1AWTL i NTS ELEV 324P P A D��R�gqJ,�,96" �� nN15N GRADE ���I_0• CLIV• SI�� MTAM'M'M vo LIGNT 9ACK FACE OF WALL ST ARAWL 101MgW KY _ ELCV. 32� pp1 1 1 ti,l I O ELEV. MIN ' P0 �''�I W, Ngj� ELEVATIONS 01 wW. AJ+D 1 3R8WN ARE AT ny FIN.GRACE SACK PAC!GF WAIL WALL ELEV. 8ES SLOPE TOE U E� OF OPE ELEV.I7P0 ClIeT. ORAOlMONTFALLOFwAILp BID SECTION FINIl11 GRAD!FRNT O FIICC or\ALL C O C b NTS ri l6CV./lm k 3 /�k ILLN "FIDEX TTPANN�155,0N QU�VL MORROW 35 BASE .- f1/ 11 OR.AD[ OAST GRAOl � � 30 a.�rr4 ITI On N KFpCE ELEVATION �P `F I g cltr of 11[NTON L2! Val-+ Q Aa-• TMgM♦ O• FUSUIC WY.R• ,. A AN.iMI ION TOWED II S.W. GRADY WAY BRIDGE \w REPLACEMENT Rodf RETAIRRIS MWl FU AS cc Ang" NY GaRUltllq Elglmlrl lnE AnYysh .yY � �wlw Wr rw rn o••w••..__....,. «W. r..�_ AN. aYa1Ga.Pn.C.1 AL6 NAa�Naa 1�. PK aaD R, Tr taD a.WrCJT•- 14"C.AAM (TTPICA.U)—� `G�LLYJt G fill Q.GAZER ♦ RRaR� ' :&"IN* Pans $RI ----iMR1MWw DEPRING5 - KEY PLAN 7•Ili I� cp 47� ° AasIMaCI ,tgf••yv�a•• �`Tua ILO 46"11.56 �n lii•' 1A. T �:o�tUPlR°Ta1KTUY — MN • N N4LF PLAN- Ems' 6 PlAT6 (yIOWNHT 5,16E PUATt PT DEARro 26.oieO.T. L�l°N7Prtl1aPIR �PIakW { TO► atMWa 5!E JarAiL yL�ow�^e't TaNARDa C\MTW OP MICat YW •{Att /IIPPWKT a aN TAaLt I'lord: AT OOWMACTOItA OPTION 4 "v, �yy ��4'n'1.PlD �' a° t• -T/-1"WaYJIP t0"w L0 lkD -U% V PAO RITM 410•w Yta• A A 40ft, O OMA PPD 0.A SR4,n6l55 ST%D PLATa T " 6"o. eLP1DlL TO OOLt PU\TL WY y t�yy��yTITUTID J i POR POT arww. PAO m IRAD TD OLLIEO TO O6#O LI P 9' L WITHAPrMJVED PUDDEP L&TE THE VIRGIN tTOPO PAD '&epI-°F •_°•T111CKIRECEateO t� INTO A TMKX STMI PLATe eDNDeD TO TN!TOP OG TN!PAMIC P4D. TMa ST INLt" WW 9T[tl 3K/.LL Oft%rA MIN.,SEAN WELIMP^LL AROUNO TD 5002 PyTt ANO q RMI.FINISH. ,'MIN.WIRW--- � 2, EIWRING D!!TAIL AT PIERS 1 { it —Tap Co IIIII&A CQ.6� `etAalme/.1aa1"1L6Y �G AwO bw.",TTR on omli. m"RenE POT eLAR,ro SECTION M \.•` PIER DV NOT,t��gl np� v �aLappyyTT TUea -vs,OO Ni " pLNt�TT Y4"PItCtSa - ,_ -- —Ih"MIN RA.TIC TUN OMAL lxTPjVC Tb aOTTOM OP PIPa. &MQf. PROM 1"P Na a0.T W/My N•T MaK N,lrS Lam WARM 64I16 TNL satrap, OP T+e P Pa at PC7RR, aR aaRM at4 � OROVTiNO TMt naAP+M PWa. TOMT, AM aOTTDN OP amft--�--� /T� 'a TO►OP beta PLRTa Q[�' tOTTM OP I@Catt. IO{tt 0 STD. A ¢ SECTION-DEARINGS 0 PIERS 2,l, y� a9 OrALL Iy'•V-O" 9 5AR 5 O• h wnSNeR 1aliX wa•D ALP$A E • ow wr.o eiAUPb�. NON-GUIDED EXPANSION BEARINGS To ANi ANCHOR EOAIL srArnaUPS co Calsuft; Engi: • , cwLFEPaq Fail 1 rAMMN MOTtl: •1(AL) MI' Y/AML SRM-izes 121 1. tlAIN1105 AT N[tl1.ZSAAq R.11,IS EMLLLIMVE nrFOLLPwa 1'•S`a. IA"' e1� IMIMIIIIM LOW WApTtlNS11P1Mw T1M TANLEI: PJw-Y PER PREDKTED CIETA CE Na SSARINN VW..LOLD, KIPS e Na w+LwNr .10 an'D 3Ga IB c CL LIL-I 1176E 4 1 'S 1IRS, S 4 110 SS 100 200 I .14♦' pQ _—jLPIERI SEALING 1L °LW IM♦' S ♦ tooW 107 Y00 Yg DREG,ON OR VT M NT 57AGE I MA&M6 LOAM P ENp, ER PaEDKT1D IlSTAMA LOAD SEAR114% IVIMHMIR! tnm T{q CV4 ERLN 1 CL Na MOVEfQNT "O" KIP! PPppTT ♦ MbackBR O ! Z RACaD auus..LT. DL m 400 O2 •a. lYt' LL•I '04 171 "EMa 1L7TAL 044, $77 11�'TEM OL 42T ♦♦S Pait ! 10 •1�. IW LL•I 101 1a0 ��LE,�R -Ak IOfLL SSS 010 lVEIPISTZT pLm 44S •2" I)Z` LL•1 104 171 "S�• TOTAL S4a 077 4 NALP PLAN- 59ISE PLATE \5u10WN FOR 900 K.-BEARING) W SCAea: 11'E"•V-0' 6'TROE I •C•M BEAitING IAADS NO. -tovamrED .O+BTA'NC! LDLD DlAR+Pp huMK�ER{104M Na Nu>yEK/ehr •P KIPe •2„ OL Oat 4" aN not O -SYP 'V2 lL•I 1 40 1100 170 ISO 1 Ilea W 1 7\0► ao"Ns mumuT TOTLL 46 110 S1a Sig VARES% CO ITM OR W Daa_ .j4y�� .. I • DL 4!0 4P0 166ago BLT ;♦ SEa TPIELa \ ! 5 q 4 LL•I 47 240 1M 1N ♦�' TOTAL 4aN T4a a?a SNa OL SSS "1 462 !1! a • D/ P Oi 1'h' LL•I 46 z!f_ I7e ISO V SRK+me 6OMQTuo 4 'S;4" 7E7rAL MO 0H0 910 49S 1/ oLa�a DESIGN SfAVLNO J.PKiN SEgK 90OC BOOK GOOK P 'W45SWAO MAIMING ATE SWISS IA.SOT1aM BaAUNG PLATI 2!"•IN •2!" 00DK),21".t •16 1'NIN.0.4RLAP— (LOOK). DIM IpINT OR IS, M DAPEREIVTAL BITTLEN1aNT OR t!'WTPUM PIRM, 1.1EN 1 THE FOLLOWING 114A�NOE LOADS l1M A11 AIPWVID ROR un: f �� .W CAR, VARY Sh' 20 •(4 B IE 5 Bp�p1 V/`;L,% TRF PAD RECESSED A. MMER FLOATING tl RIN05 IlEOPILENE MT SEARING) 4w AM{NayM 'RRO PSTON 0' L WGPPFYFE NIGH LOAD RRUCTURAL tlMI1NOMOGL It Val i Sal C. FLWROCAREp1 UMI-TG RMUCTUNAL MIIYNO.;NEOPl1lNE P(JT BEARING) S TOII TO COOR MANUM TN$R IE LULRING. Y3 AND E E INFE S ARF 5 LIRL HE DEPTH TG M O COORDINATE F RE NFOR"N OF tlA EWLMID L ME= TO PNYLIZE THE DERH / "N".MIOR TO REVIEW OF RlINfGGWMT ECNE WLtl MA PEAR. A NEARING WMLIER/MIWUfA MEET IS TO INZE THE SOLE PLI-E IN REM W TO TAKE ACCOIMIT A SECTION OfPP DII:ATFDi O SyRDUE TO NXIMARGE.GEN AND TERPEMTURL A OXAM"NEAR, C 49 S S2r NGRINGRun NSHDMNM D aRW mmim M MAK MEAUAL run THICKHEtl MAY VARY DEPEMDIMO ON SIZE Of POT KARIW.IF OTHER THAN THAT SIIOML L ALLtl MIMtl ARE TO tl INSTALLED IN A NONIZONTAL PLANE. !. GROUT NFAM NO ,,M AMR 21R Ill SGUARE SNIPS ARE INRALLW M MODEM EUV4 TION AND PRIG TO PWMMD PEAR CMS ON PL:.GIMD ENO PAR O1RD[IIL t ,,GjfMDEMT OF FRICTION NETMEEN AM TYPE SOI STMNLM AND VIRGIN"If NOT TO R+1 "VA.00 NIOM MN1�ro EKCEED.WATn%WNURIMGWADITY, TUN MALL KT —1'O OASIS BOLT W,W#a4&^ A&% L ALL EEAMINW TO HAVE A NOTATIONCAMW Y*FAT LE ,DMRAD IN ART DIRECTION. .7P PIPE. SaO'p MaOM MUM F L.00JL WMNa.R SNUB OP THE ►IIl PARE TEINT. 10. ALL PLATES AND REAMIN OIALL NE HOT DO,GALVANIZED TO 2-1)OLIF IN AUOMDAMC! w TBaILIUMS WITH All A III ANOHOAWLna "s!HOT OPGLVAMZEDM11,2OZAFIN A.C*,IOAMCE MTN ASTII A IZL II TORC BAla PLAT{ PLANE METALLIZING UEIND ZRIC MAY M WNRITUTED IN LIEU OF NOT DIP GLVAMIMW AND SHALL NE AMLIED IN ACODRDAMC!WITH THE MIERI MftL W=RY AN%=L I� MIMMUM THICKNESS OF ZNIC MLnR PG MRALLIZIfIO SHALL Nt S MU EMEMG FALL pop R INIM MM F TO FAaMGTIGI. OK APRIGTG P4Ll Y AItlMnW TO Tlq.SMDIIICEM 1 &ACK IN PE V0 STD. II THElMtlDOW NAMMG FLATtl MTIE NEAR rXS4N1Ll AEON fLYTIEDMVJONA M1j �I MANNER THAT THEY MILL N Ed OW AGD OUP R THE MIITLL PER GV POUR.PMONM .1♦ �1 MWNEER WITH TIE 061N DRMU M1011 TO fda'TRUCTTOL IZ EUD,COAX OM WAMMO All LA 2-1N AND 11 MI VASE IOM.T,E LNPM VNMD EET/--B B 0,•IA1 WApwER FAT"A TIE SYSTEM T)R TOL OF TM WPPMTRLWrUPA DEAR L All,A 4Nh �x ♦ yA�`�RN���w[LL�t J°�rw y.'4E CITY OF RENTON *460 ALY$ RM AENGINEEINC J S �' • DEPARTMENT 0f PUELI� WORKS ° awI KHD Srm.emR.L 1.1-1101rn:11-111"N" p v S.W GRADY WAY BRIDGE SIG ANDOVER PARK EAST °°,w�°ems •g�+R'R REPLACEMENT ANCFIOR SALT MAIL SEATLE.WASHINGTON 9N'.R5 'TL EAl L„'\ '�Di,.l QL WARM DETAILS REMM.RR_. M NLE URS COMPANY _ P•.� _ ConsulDrlp Engirb9rs entl AIaiysts ���.ag}_ SeeUle.Washln ton w '' WAR••'• �' MEK "'• ♦q. =1 «, 1 gl I PI.•ML IN•TA4ATIOIV i[G � ;veRTIaL-TTP. ` Sb SLOPE . 5Z.SIAPC { aLN 4''O' 4b' NdTrl! (N`•O�QL A C. • N'•O"Oi.— .IDIM ••Y N M f W I MANpWLJDINTY __ •T� IKMNigN.IOINT'f f M'-D'OG. M M• M'-01• R•1' MWTION - hA"CIPWL AT A 9A IY fts"TION- . fOALf L VW•1'- { tn� •!L ADDI TK04A TT,a±AIL DETAILS ASHENC LOUtgNy, WC&P PLAtI • - 2441 kA A•lY ASDO ORAM*W • '�3f'l•�T. •-- INYv�'�Tw+� exPANww a • MTM A900 GR�w!•D' / wpt Lw To�O yu M�W.1.. 96 } v ��p��� o - ON CUILe3 RpN.Y) —PI TC ORy N,OD I CONC,CLASS'Ax`INCLUDED IN y SUPERS UCTUR[,WMF SW. L+J NOT[: AOR PR[WTCpJCRETE TRAPPX;BARRIER AINT DETAILS,5EE�' WW O A L4671 SECTION-METAL HANDRAIL de�A.n SECTION TMROUOM CJaa JOII-4T C b b !/A"•I`-O' v 45 S�iALf: •I,- S' O � 01�I E C �II $ �S•LOHG INT[gR SLEEVE- jk7 t j' I�. TS 2%1%7i{S AROUND SLIEEVg!'CLGRANC[ ' A' iti YIYIhh 1 - - -- - METAL CND REINP EARTH _ �•NANORAIL VANCARD. __ 1k'GA► SEE OCTANE WILL I CONNECTION I CA5T-IN-FLAG[ L I, 'b M AL HANDRAIL EXPAN51ON JOINT _I -CONCRETE COPING- Z - SGE'.»lT.6D METAL 7. b PITS - = —� � T52x2><�Ie � STAJI 9TAN ;Q 5NT Y7{ ]1 ii OII OASE �0 TS SXSX CUR8RFNR APPROA SEE T WIpNJ 6 SHE!?7 7]1 c —• 71 FOR OVERALL PLAN e'wIDG cuRe /7� ABUTMENT SE! DETAIL(q{gN 4 ! 9 A! TYPKAL CORNER DETAIL PLAN OF 5ICEWED METAL HANDRAIL AT PIER 1 WFR INf.ADUT x \\�v A M3 *PIER 12 OPKOITE"NO ��� SCALCI Iw•r-n y Co Sul EnDIl0 _ Seatt v MAK ..Y-IRgIRI ' T IK'TAL IWIOgYI fp}W yl B3wlal. SIN IE.0 OIAWfRIG CM.�OM I/p� _ 1i f.NT-'NlTAL IMNDIfA1L'�1-F. - i____ 30 PLAN OF TNO APIIA a eRIDOti°�" ams Sx SLOPE AY Q y EARTH WALL ! 2 91NiL'q!T.161r'lAMM - 4 %SLOPE i 1Nt�E-O'Cf•C.--�� ,. G �O"TfR �A' •'A" 4l1' 3' ' 1 � I3lWFpICED TI M N'-O':11M'A' '-�' ' COfICRlTC EARTH WALL M OR 0 2A'•04. tit O ,./' 1 COPING POR METAL RANPRAIL ATTACHTAQJT ELl�ATION• HANDRAIL AT IMER 12 A Y RT I TO RCWF EARTH wALL,3E[ r� CCTAI� 1N:ALls VN .1 EDGE CA WING WALI- PLJfA1J NAL SEE SHEET to( HANDRAIL DETAILS AND LOCATIONS. XCTgNHN� 26,27,41 4 p. — D Iq'0.R. F r Y 1• 1'HON,SNRIIvff T0 TO N VT-. WCIDQdTAl JOINT IN9 C lxPANNAL YETAL HAA'OMIL' !YfC LUCIRCAN TO E'HST.I. �E AIN/afs��iORAIpONLT �1 TS3%N3(x�fpl� ,*Aoq MIN. 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T11S WAHRON,JNR VT oms AM womm WMWIOI OLANOS GIs 0.D�ERS tM1LLL N CONTIFFIIOIA dRpK THINWrtIN tRFDNt. ---GIRDER E rM N,aAW WANSION DLAMt SHALL W LOINTI O W THAT 1M O•U co WANININ SAW MA M ARNOVM NOR FurUNE rwrTtNA11N. t TO FAOUTATS TM NONARWSr rwAr TM MSO m WAAWIOA JOOT ULAAOR OF CONTINOW ACROSS 1101 tIUCOi THIV"y WI RSWOVM AT THIS COWr%ACVCRI OPTION FOI 4!It)NSK WHILE"MMO TAR RAW I AND"Add It URRUROU CONTRACTOR WILL RAVE M TFJEOR.&I KAL T•WMSO1 JOJIT IN RAW I MIOW OMINO TMIt NNW. 1N rH,MOW It TO N BIALT N TVA RAW1 RAW I UpIJT1V Ap RAN,11 IMOITO. TM RAW I AND RAOF 11 KANCr0L1"NT E%TI1UrON eMALL L J01111/D N T1e AlW. tK sKLT b. I1. THI WAIINON JWNT IR RNWI I U TO S KT WITH N'A"tlRAlp a OJW ROIp. RAW 11"TIRNONW TO WATCH LOCATION Of RAOR I txTRIIOOYL FRP/10K ON ADARTW,NT OdV F011 RAN 11 RxFMIOON AHNT VIEW ADANTMlMT1 THE AWINW NWILRATIHIE AT"W KTTA U NM. IF Two TANMTYN OFFERS FROW THIS FKKIRE.AOAfT TWO WANSOK MW SRION M ACCOIMT FOR T1W r MTRU VA•IAT10N, 11. THE EAIWIEIOF JOINT ITNN!11 SNAll K C C MO NO KT TO M DIRECT DEVATIGM W LOCATION AND VAN COIITINIW NITTA IM RRLIINOI JOINT IN STAK 1 PRECAST CONCRETE TRAPFK BARRIER 11 M CMOK/ROW rTEIOtw M SRN*=atom THI SWOSfTfO LO•i11OR Of TM tuwoIT SDNI IF TM CONTRACTOR DIC"M CJLArN THIS ARRATKIS�TT THIN TM 1xRAlp WrENW rM Our s tlw0117 SW AIO M FINCAKr pO=n NASHn NAItM1 WINE WT p4mC 40;TK WNIWINI 0U10,14 strum CWIrNIu sour RwoRf tot ARID wrmotAm ORONR r1AAL MOT f t'•0" LLT WNT S NW new I'!. SS[LLiDRIR ALL ITSL NA1101AR,.N uom EYTrIR10N.f•AND RLNN ROTS, . SHTB AIINLNI M ISACEIT RAMRtIO RENL FLAT=.ft t M NOT W EJIRAF440H OAAVAWm ION FAINRD WIrH Arm KIIummWI OF N EORDANC TrR AIM-- S RIOT PANNT AFTIN FAMNJLTIOR. If CW"VT, CANNOT S TOT a b NM.VAWIm IRON Al/TINS.ETC-&WINE IT IOMT AFI ICT TTNN 1'C� OFMAT0111.THE CONTRACTOR SNLLL M WAN K NN RiSKRAI TO Fall WNWNION AM ANOTIO WI T110O W HNATTINRFROaK1E n11ALL S AO®IN LUU a NALVAmQm. 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CPR�4T CON EPoE'.CMTEO. ,�L gpCTCN CONCRETE EAAl11ER LOCATION z.vote PerASr rnrutE TRArFC BARRIER uNln ON A BCD Of CAIOIR IOL{3-ArYu BI.RWlR He AL,FILL HOLES (CONSISTENCY OF THICK CREAM). WITH NON-SHRINKGR U3C EPDXY TNPe1 ANCHOR 000 5PACIHG 5HALL SE ADJVSTED WHERE THERE IS At BANDING AGENT INCI TAL TO RELOCATION ALpBw INTRRFOICT. MTN THE i.JOHT BASE.See DECK PLANS Or LRPRECJWIT C046MEM TRAPRC CARRIER. FOR LIGMBA..IE LOCATIONS. SECTION-PRECAST CONCRETE TRAFFIC BARRIER EXPAN5I0N JOINT DETAIL .HSEA"If WA �ZD ANDO uws cowAng Bls, • �Iar. -uule; Uwloc 10 11 ' TYra wQAP 7 SABOUT IL ICAL SLIDER Pl SSEEI DETAL ' i i all'LNAMFER('TYR.) •i •' I A. I 1 Ll EXPANSION JOINT- Wpe SECTION _ I • p I S!E JOINT 0[TIUL� S►.i Yd' » 1111' S sRAGls a L'•O' • ab' 11w TYPS 0 IEf ANMOOLTSI II! t'-r a WwAs a tb'•W-O* L tYla xe NorE aML ANCIIDR, BaI.Ts DETAILED ELEWICN OF PRECAST CONCRETE`TRAFFIC 5MMER UNIT SCALE% r.T-D' x R!ELASTOMCKIC EXPANSION JOINT ' SEAL-NOMINAL SIZE 1•XVt'X1'-36- --\ USE CEMENT TYPE LUBRICANT TO INSTALL. r I 1 1 � I I F� URIEC SAMICR pR�y7 j 'POURED RUBBER JOINT FILLER 2 �t1WF �� OVER WITCHED AREA (SLOPE TO DRAIN) ; I LOCATION THOROUGHLY CLEAN AND DRY PRECAST GCHCRVIT 1 TRAFFIC BARRIER CONCRETE SURFACES > I BEFORE POURING RUBBER I I\\ K NCI' •*NOT REQUIRED POK FROCAST CONCRETE p I 7 NPyCsR 1RAPTK MRRIER LOCATION ON LR LINE. ylr--- BOLTS ED(OECKf 2OM 1 4I� I" �Il I CATION SECTION THRU JOINT SPAN NO 1 , R I % 11 ITH fI GRAD[40 —JOINT SEAL WHERE SHOWN ?CLR. BAR B 2'-O'O.C..STAISIMEDE 1'•O'CTRS., BETWEEN ANCHOR sOLTA THROUGH QECK I Z' (IHCIANTAL TG=641-11 /R) w'OPEN JOINT S 11' SECTION AT PRMAST CONCRETE TRAFFIC WRIER(50UTH)•5PAN NO. 1 rHTa SECTION ` • CITY OF RENTON �Ali �Imy/Si�mmm"�p•� A Y[[V�pYYIq�. 3 �� �� O[rA RIY[FT OP rU.LIC WORX• CIVIL AND SI[UCIU FNDINIIRIND CONSUII/JIIS S.W.GRAM TRAY FJRDGZZ EXPAN510N JOINT DETAIL u320 E DOWA o IN EAST q ��� REPLACEMENT TRAFFIC_^ AFFIC BARRIER DETMUI Nr3 UPS COMPANY CorwAng ERYMIAers eID ArWYSb .— __ �••�_ ___-_ _ o_� WHO IN FIELD — r--9Yj CLR. •p pp � D! W-1 iD!` • wTOP OF GIRDER No[L 2"aOOe• �' �ly,Il',O•IJ� T IMAD 41 mwtcTDM L A ® 5LAD REINF. CONSTRUCTION JOINT r 41 f�RWIj1µM� WITH ROUGHENED 5URFACZ :w �- ® •a opt�"•e P4 BTWN.GIRDE0.5 'y�/ 0y F laK _ STD.PLAN J-1P AT LOWS 1 09 Olt®M BRAC!T 5. D e R IN 1 GAIT BIu.0 BOLTS l 1 NUT! INCDM}AL ) 4heMYL V 1 TD TqK a. SECTION INTERMEDIATE_ DIAPHRAGhiyocuN'li d•�L4 •4 Aa xALryt•,r DETAIL AT LIGHT b,A5E LOCATIONS 1'DIA.DOLT CASTM L307) 14- THREAD FACE OF WED 25-D'-TTRC.AL APPROACH SLAT WRAP r PIA.CONDUIT WITH I 11qq'CLOSED ClLL HEOiT1EN[ +I - - v SPOEICL,CEMENT TO SAME TOP OF DECK SLAB TTP!Ax l•111 p' TYPI 17t PITTING to B l 5Y2'R A� N M a o Y R ANCHOR DETAIL _ 1 45 E I 1.1-0•.CZ, L JUNCTON SO% I 'OIA,% 5'5TMP110 O CHAINNKZE(SIMILAR ,MAIN LINK FENCE TYPE 5 5TD.PLAN C-9 EXCEPT 6'0'HIGH) FENCE TO EXTEND 25-0'HIM.EITHER 54DE 1 F RAILROAD TRACK COAT WEIR WITH 2 COAT5 OF ZINC RI PAINT. - r DIA X.54'STEEL PIPE. 1'-e'tONi CHAIN-LPM FEHC!- SEAILD (MOT-DIPPED SEE DCTAIL _ GALVAMIZED AFTZ AFT[R IApR1UTK7N). 1 N--� \lY T II RR 7v j RR ---IMM Mpp aTAI HAMDRAIL .1.__ R I M 1 �nn{ ce PFA' A a I tl CHAIN LINK >z TYPICAL CONDUIT MAIL AT PICR5 1 M 12 1 \. FEMCNO TO TS ARENS pRRKd 1•,CE) SIM FOR EXTENT OF CHAIN-""PENCE #MITLYDED METAL IMNDRAIL-5E!5HT5 26 ZT DETAIL AV 5 TION m5 "I 9300 ° Eft UAS CO HARRIER ly RAILROAD UNDERCROSSING5 nvn.Hn920 AN 4 PNWHU.:0Mwl1,Nls ]ZODOVER IEPARKCAST M 9EArtlE WADHMOTOn RpIgp CaIpRIMgE SlY19l.W I W rARL •RN_1zA•Izl AgIIDT JTION or a ILtMINAIlLOG II W OUIT INTERFERES WITH ti b�wlcN, �SARRICR ANCHOR COLT IRAPPIG C,LOW 666% ♦ JUNCTIONI SOR m�1qIIIDL WeATNLR-I\xrt JUNNODTKMS \OK OOJLR NLD RJR N\-°O .OAD1NGr I e^\ ELECTRICAL CONDUIT LAMiCAL - ROt. � i� 1♦".11^`4' JUNCTION LOL UDUIT— �ypP�E� —y� f 4•ro' %,ANO4D�RR IkW `C IAU - OeCIL R�INn. C4R\�yl ®y - ~ LIT M `,ANDHR SOIT ruN\Aw — 'E T]TM-J�MRD� \ �IN ®44 \, \, -L®•4.4'i R DITAN�RD 5lbK7R CN L" 4V\YML V ..I; - V E L LOWAITUDINAL DECK REINP,SAIL]ARE NOT 5NOWN �MKLL—�IC�1L4, •� FOR CWPITY. SPLAY THE INTERFERING. SA" AROUND THE JUNCTION 8M. Z.JUNCTION SO%4 COVER,►NO ANCHOR COLTS SHALL SE NOT OIP GALVANIZED A"ER PASRICATON N ACCORDANCE WITH A.S.T.M.AIM 400 A&T IA AISS RESPWTIVELY. �-f� S JUNCTIONIWDCNTA ELECTRICAL T DUET EKPAN ARE PITTW.4 ! rn3 DETAIL AT LIGHT EASE LOCATIONS D SECTION N D _ INITIAL IV C0IJCRCTE � SOLRH SIDE 7TI� ' I - --! - •I ItI1L— ,. TOP OF PECK SLAD 4 _ LRAM — 'I' I OUTtlT w D TVM Dx N7TIw e"\eLMR1GAL GavouR loll— // {q' AN a rPAAS! '4 I •DM. YE, RPE 'R W F- 4 4CI`HQD OF XTTINO J RSE NLlT KKR LOCATION 1 ID'pA kI DETAILS.SE T 25 M 1 METAL lIPE NORTH j- C♦ ION 510E ONLY) r yA'QALV STCEL 'ley' r wl r I :i: PrtR w 3"VETNL I F ,D -� Mlil COL11.N a '-U SECTION _ } [ N MD TAI- NoTl� I11y5--`= -- IMND-PIItED RMRAP Vff 1.A5 NecTION OPT M RPI Rom m T(PICA'- CONDUIT DETAIL AT PIERS 1 12 A5 N\FOCIT CY To WT, OITEIIN THAT s' �— zww•erart CO•LSTRUCTfA wnHW taut Sru.li!PuuT�,A�[o W A SiONGL RU\p!R CDAMOUND VE•TNIGI( ASTY D17SE,TYPE 1J 3 Xf46POUT OETAILQSTA.21+359 STA. 26+750 wLAR��_ NTs ,� CITY OF RENTON T * O4IANTr ANT O• PU•LIC WORKS `� S.W.GRADY WAY BRIDGE _ '..,I REPLACEMENT 'YAPHRMU III MISCELLANEM DETAILS ALPHA EN6IPEE88I1rC. ., AARR. LN�RxUC,UNAIYN ,N/tNMipN4V1"" URS COMPANY JJO ANLpVER CARx[451 w !.�� c..c SEA" LE wA5N1Nc�oN q91 xN VM�SURInD EnDln Sam SIIDAndyste SOetlb,WASINIgtofl .wr., a AW+ SAW �...,. .a.....i 5-�.ti6 6�..4.�.Y+ .... �Y'x.�.�r:AU i`•n '.r 5' Y.Yfi.Yii.L.:.. .._�'.: �....�....�C _ a. . e::s�.��..v.�L � � ' .✓..C..i1f'.wf1'd[ '�y'ti+L31CJayb..S..w..�Li,..—W I�.;a- �2v.r of O O O O . y =,OEM MENEM soil 0 litimmi ■EI am ONE ■om0�■ MONOMER ■ 1111011 MENEM No mom Oploclom �II�I■�iiii��--Il��� -��—II��►� I� tl���ltN�N��II�I ■ V67t f'�••Ly�.� i...d���:ttia �� . �F r � 3irM gr•13U 1i1 I�I.NC A3w Id. GIRDER O GIRDER OD GIRDER CO GIRDER Op GIRDER O V-loy" el-O" e'o' _--- eWw III 11 I I I I {" F.rGT. b-INCIDENTAL 111014JOINT iOrN 11"TEM Ip{.101HT { YIw�MR M 9YSTCM r - I _ II i I I I I I 1 I I^^�.pE�-' I $ H Y f Saw i,Nor Sfe.OR Y Y f-s' Raw Y wr i Y Y +'•Y a Ww.fErtee Ib" Y Y f tl.eR TO" f KSR Y Y 1D" hY i Y 3-tYi'K7 '><1'•O'LDNS Wa ELS,vATION OF END DIAPHRAGM mow' Rp,apAOKKASM LOOKINe ,HEAD OR eTATICN ac'": vi"•11.0- WE .�-GIRDER GI1I=0GN�ER CO '[GIRDER O8 G�oER O 161r. At' •'•y I 4 0 I f-1 ay• •-e ILR1e - 1- A I �i n• 6c • » MfTE1 NTEU N.D ON O ►MRNW 1 m PUEL y�•� MIN. LAP e• I es KIM I.- 1'� WIN. A► I Q.e C..if eE a I wTs O D RO lr ©' I 11 1-f N�f P�U�L✓L !'- IVcu. m rn iwu 1 ou'rA785EE�`v Ir RCJ.R{ eee ANCWDe ae*AJ 1M'cLA. 2 fR 04 SURREA T-10' ifain 1tlM T•10' 1'-ta' f E MA RR MINIM 60A LAN'aIJT •YY LS INffeMG TY11 pAp N4M1 M•11XlT gob"1. _..------- ' CITY OF RENTON • T ......"TINT OP PU.L,c WIT... ELEVATION OF INTERMEDIATE DIAPHRAGM W.S GRADY WAY BRIDGE LWKING AHEAD ON STATION �F•� REPLACEMENT ALPHA XN GInEEEB Inc. 'R CIVIL AND STRUCTURAL ENGINEFM.HG 10.1111'.NI[ UAS COMPI�#NY 320 ANDOVFR PARK EAST SEATTLE WASHINGTON WIN nD E GonwIErlpiFlfeEe,AId ATWylb s -"� N ,•.,A rr. .rwel.s-.-- SeAVIe,W :'dnol_ AY STAG ROADgCr I 11ANORAIL- SEE SECTION MEN` HANDRAIL CONNECTION,SU DETAIL SIMILAR 2 Q �•� 11MUS TYPICAL r S_N _ i I _ql x! SECTION gp1#p mNC ne V nCONr ATAL,PRECAST PRECASTY i!4 T•� 1 Ta ©1 ADDITONAL 44 K TV IQ' TUAPAIC CO�`�LREt!TRAAIC ]EE DITAILI'tat 2- !A QRl nn!,,%CCPT WIRIER( C 10t ANCHORS FC.I LT� S• to Asea S'TYP. H 4A _ sLwe DI FTJFr. � 4THRCAfXD Z:�' pAq SE! �i SAR ANCHOR O•S ANC 5lCrgN 4[tiA � TtfP ' CVL77 z'M.NIL! TO p raa oe�CA w w MATCH SPACING OF BARS IN COONCRET!TRAFFCICA� ' BARRIER (TYP) I 1 I 1 I GRtDlROG GIRDER O WRDQO! GIROrR UD GIROM VAcZD IS e'-W• V-d SECTION NEAR PIER-- LOOKING AHEAD ON STATION SCALE'rt..ILO. loom I, PDII*a AR mLL R4rIIO1K.1110 4M R.AIR ' Iw�nr�ww°�'"r waannlRAL mrL InIRNIRnwa.u�IwNLL I HAri%N' MAX tY a arAaw AU LpNfT10ML 4➢>'TgIrM IUCtl rrrr uRts FULL P!HlrRAT10N Rono OTNawift ILM WILD . IOR R4rYI CaRoin n•rrC MI4tK 4[n4p4CDo1f,�¢4RaT.•4 N. as Drat mu R4wr0RL�w aARI AIR soKT DownD:a >� 14'Rf OP WI a RA ILGIICM•10 OCTR:V tv OIA.LLICIIIKJIL CCIpYT,4tl MQT 4[Ma JI 1. qy CN'M RAC[C4RCKT[MI iClt rIMtN114�)MAll4[CCrOLit 6MP'q' AK41R srA4Rt1 LOYI4NIIXWIL Co%Dlan aAu•nr. Nor MU-M SHALL OM.oR THIS ULTIMAT! SfR/NWT. (. Inl Z DETAIL - IEFIA K[Y 11 REINAORGNO PiELD wELO 41 ' ` I o 41 n10 SCx! ALPHA sHOIHISMM f rvy.Np N Np CONSWI NINNCS. 320 DOERPARX URS w SEAnLE WASHINGTON l'9 C:01141Nt11Q t: ROIIDM►Y eSwloc 0. SIM xCL -- see TKr+ 5n 1 coNUEETt! neOUALaRKq MILL f elf. it ! ReR*- -CONCRETE TEMPORARY LOCATION 5!SKr.« 5• TRAI'm UNTIL 5TAGe X POURED I 5!E OCT, WtRlatt jCURl0. _ e ETVPWQUAL SPA. t Y Ma� e! y TVPKlL '+z 'R aDFE a!'PrrT Ek CLIt TYP. al N •a lm `SLCFC a RlPT - - - TCLR. TWxEADlD TYRI. vol RALF '• (, Ore t MiCIgR K IF 5 f ex p f_e' {WA ALTYP 11M� ne' w�Doae c�TVP..> ' o THREADE QA•T e+w ai M D u DKx R AJ+ 5AR ANCHOR a 0cAST m(ReTe , I I` � fitROlRO GIRDER q,GNEDERI�I oRroa O oewea arrr*o•.per• W4f —_-- -- —SECTION NEAR MI015PAN R LOOKING " AD ON STATION SCALE' v-,.•r AA371K.9 t S' -AI"2AWO G wrae E`O-a o�. __ _ AIIGiOR 00LT`,'OR A/C D MA1l W M.L W aT SHOWN IN 5KTION POLL PpETRATgN x r• 1, MxET W4D. ��, 1= RECAST OONOITt TRILPPC aMRIEII � tom Na -- IS SACK. Ll bTOUP &W OA. A41 wL7RIi4liTA4 a .,- pUrre 555��AA i CITY OF RENTON WUOO So" OMLOP THE ULTIN.ATE VPAM TN CP TN! SA" rrlARTWRrT or •uW" ""o SW.CRADY WAY BRIDGE KSY (121 RIINPORCING PIELD WELD DETAILS �•A'• REPL CEMENT 4 1-1 V.AA.9 DECK S1�0I11>L�i11C•' — ••••• -- .uc*LxuL LNOINxxuno coNeul,AN,s URB COMPANY x�..1K,11T1<D „•, __ 0 ANDOVER PARK EAST E 9AD4 Mwwft -- •r^- -°T�-- ARLE WASHINGTON"'M WtL �.^r, ^ '^r '�• ^t"rr. I i --� -T.^t}►..—..�, .�y..- � 1+F•�w+W-.^.�wr►•7r'�1'-./ -.,I rr.Y�r 1 LWKDIOL-'RR 9!!DITAjL.V R {. UNE SWEET W — N FRONT Wz!-CAST I ABUTMENT.PERMANEPIT p { WALL 05--� H W1l�JT M ,� FRONT FACE OF BACK \. U716�WRIR UN! i n WALL O►AWTMENT— �. G S�E!E yCI( d q WEST APPIKII � a 4[TAIIAA� OA.Ot'W1LL of WALL FACE of q 1� WLLlY'S d1 Two SHY. A6U71AlNT END MM{.L 1 L MIT OP --Y- �. e7a 4• T6' r� E VOLUME I 5% .9e.TG F7 y, F fA N •L—'—' WEST 01"P0604 FAOT MPF�04LN + Ir"J• . E Tib• I INIf iFlLE PF WdI I(SW LIN-i OF A. Pill . FIE VFAUdE _ I _ ,y w i1) 7--- STA.f6.4i46 F.FACE `� t9DLD�En `G n,E NALL AD WAIL-PRo g rl COGTAIOI j Ed LINE B713C.06.90 SEE OEMIL"O 1 F or SHT VO 61 wA PLAu g & wOT TO SCLLt R >< RE1NPOfd EAR7W WA vt W6 a 11c➢Or d T CIVCLXhLG- I �, _ D^ CY. —T E. Fd Fo fiM He, -- nS E'•` F9 Fd L7 • C3 FAFd Lv M F�a _. l7 iM. 52 52 e2 D4 d D T 06 P7 IO° F P 04 P7 IOd .ry 6'•I-O ULIM1EIL'P,CoLC 27 O0 r"1 LEVtLLPJ6➢60 T F I M' p FIU 51P. v I f e.ol d6.68' R 5 lgotmm.Ilfj:G.',_ ELEVATION-WEST AFPRO4CN BACK FALL WALLS3 WI SC.MaI 1-.10, FLUINL actepw! -WEST EFP►OACW ALLS 03.07 _ — NEgP STMP SCNE[XAE STALIDAP.D 2W'CLT 4.46 CUT it It Id' TVIP&LFL DD E F 0 H M L P O PH UI AL FL An DI1 HAcoo, mm P' n to 30 = A 1°D.P P 12 1 e.e @.I Id. 17.9 2U 2d.2 27.0 300 300 q.4 179 4r 132 9.6 2L9 K]9 Zt9 WEST APPNOACW WALL SUPIPA[E 11 E4, 19'7�.3 S.F D• 04%.V bNNAIS I'd DOWELS T 1 ' l� . • rrw rRr-I 4 RI RSAS aswwr GST � _ come fr F EACK .1Q. ;Ups CIAe 1 W17GR uNe < = w MOLT \ N O �i W FII W FKl EW APINICN M tL .r Wp 70 MCN.AC8 a.L I Ft N xe LIMIT OF hE VOLUME- -35 F.FLACJs wLLNt 3d EAlT MPFO°CN ._ � y P.E WALL eTI SO.OS.W tGi WALL-FSONT IMCE SO 9EE DE 6NT UO 61 � CON31 TRUCTIOia}uNE GEUERJII. UOTE9 OF BALM Nil OP 1. ALL FAUELS ARE.TYPE'l LRULE45 OrHEPW15E L10rE0. CQ WALLS 'L ALJ ( � N T. D0bG-I IS SED OU THE AS=UiT04 THAT ELF MAl'L TO SCALE R Y WITHRU THE PeI JFOP.CED EAPTI4 VOLUME, METWODS RR ay` OF COMMUCTIOU ALA QUALITY OF PREFAPAICATCD G MATERWL %WALL COMFOPM TO ME M"FACTUP{AS SPECIFICOTIOUp. I� 3. PE WbLL. W CUPVED 9ECTIOU WILL FOF.M ASEPIES OF r C40P05 TD MUCH OESIPW WALL&LISLAAEUT 1. PILE$W11NIU NeILJFOPCED EAF TN VOLUME.ENALL 9G DNVEU ►MOP M TILE MVJSTP.LICTIOU OF RE WAIL. 5. IU rNE APPC^A WNEPG SMUCTUPES LAAY 8E'WITLWW W THE PEIUFOP.CEO EAPTN VOLUME.MIUFM.UUCa ETPIPS � e ♦ MAY OE SHIFIEO 10 CLEAh STPI R'TLFW& Y -- g i NOIFTM LMT. 6' 3Y1.!f'A PE C.F PAUEL—:W°—LA OF TIE STNPE4 E MI IWDICEMS UD.OF TIE S�,, 3 teFP,'A' w C __ T, sa inow 11wM u°E AL04 6ARAM lwv!hCOH*MLCTON. 6 COWAND 13 NOT RD7VIR�p G AN La GOIVGRtrE I.rVtLMAd FMD Clm lI AND W WGR bW OP R.G.MJVlLI. N4 1=- FB GA M a Li " WING W" p I I—I 9 --'� lAra�Fe:ccFw°u� T QA i O PCTAIL-A- 27 tC pPECzT INTERSMT10N OF �I I I PPE97P$59ED --WALL Y3 WITH WGST ABL,TMENY PPnP flu QPA[>f +.! U COLIC PILE$ <y �(91I r S APPPpa,ExISi QF`L-LJLEJ _°A 7G P 11Nr.- 'LOLQ t WNG WALL—T I -�-WE5T ABUTMCK', 4 7' 1154' . I SOUTH ENO P9 JDISmmN T r ' JOwi FILLGR MPJ BACK FACE ELEV4,710W XUIH Vs F T HANG WALI`_ SCRdl: 1�p' PEILP STPIP SCHEDJLF FItjeFIT112' 6D' IA' CLOTH g CLLOTN GINPpIGEO �.-, GRTH WALL a7 ws F AO - TIP G0• mm 04 41-- D-TAIL- - I o°RTVJLO Wrm INTeRj CrIZ5N OF _ "roFtcT TG WALL! W E 'N INTa11N"srmt �°CI,Ll Q RatN LAR Two foilfortao ■ora toMAM> — , c •ZI.' R � wIR�fY.IIr MaM��MMnMlrrYa A nrl r.�rl WEIUIi)PCED I!&PrN WALL r� SEArtLE..•C, UEAP ODUTNCEIITm raw OP.AOY WAY &FIOgE P1.&ZE m TIr�alµla��r1�y11rla�Iw yrlyay r TM RarMad[M GII�/,Y.N R MIL\RMIILAM Y IN, 1 �I CrT QP PIYL.011 `17• O GIT WYM�wIMP1�M,MRRIML wF ��Y WA 7GQ °n WIlralrlr awrlM Ww41YMIrM wIIFwWM rwrwwar�IWMnrrIRFMM'rwarYM rr r226fQ R+r:r°.M�°i wrw wwrlM wrf..allrrFFlFlr tfaRr NFalvW.r' FLALJ j E fvlT10AJD 'SE 65 Mar+YMa M M rwYr M IrI olrMvr rI yFr r YI/IJ MR�rM N V 1A11 FFRII� Yw rrarl� D Y R ZIP R R/a I �,_ 3��__ M ►lE �4TaW.05.90 -9OLo1EP, PILE VeCI j -� [01` 64 EQ 16 Fd E5 DF "d PPCR Flu 1 190 "d ez ee de cm Pc ' vc ��etI6_ rsci E% \ I `�Pwny PnE5TRE39Ec 1e ' colic P4es b09o' 9 AID ,m 14 LOUD n.S pD.bmm•n:dLOlq _ A.400.O mm .16'6QIA • nS W•6 mm •20'WI+G SACK FACE ELEVATION OF E48T dBUSJT#VALL S#5406 K t1.LVATYON- T APPROACH W ACALE: TMN•b' __- ___2E5.Cd' (MOLJp FECE OI'v l,)____ • pqpq��^,yy1l • Tl:P OF 7 "7 C.I.P CAI -• _ Y `r17 b es He D9 NS ,G5 1047Fq Lo .4 Fd es ha es I e^ x I . flu QnH7E _..M.«_^.__.r..v -_..�... I,iad P+5 d0•�.mrry d'LOU6 RS GOYO mm a b'LOUQ • SACK FACE ELEVATION-eAST APPROACH V&,LL 04 scA�e: r.a' PAUeI SCFIEDULE -EW AFTryO&CM WALLS •4,•5,�6 n8U°6fMP SCAEC TYPE STAUC&ND 96 M L01 S T j,-P CUT 9tCtLL III T Id' 75 a 6 C D E C Q " M l P p 1 LH 66106 AL 6L DL I AP WA AR C° AQ AQ do.bmm - •S�a. 110, 110 - - I 1 ID I 1 Qp.6 mm )12 iGd b 3 66 _ - - - - - - P3 6 G3 = I]C I GA _ _ 15 _ _ _ _ 3e 3� 3 _ _ _ 2 - - - - - - - - - - - T EAW APPA04CH V/AL_ S.FPen PU-L 4d4 $1 SO 141 Id9 rt920.9 Y{42TD eD .'D IT9170. I 114.1 _ - -' _ - - - - D•OFLOTES PnuCLS'wl: 2. 2a+ U.1 u.l :x.r xr 1 TT-5 A3 f w 1 1IIOT, 11 RI R —_ 149.9e'{—ilk FOCE of wau) I►f•P4 F I e 30 � I 1 449 NI th ' t. 64 a4 L6 Fd ES ce 02 • = lG wt Nt GA F4 LG F4 h4 ED Kd G0 it, W LT fd p wS •7� — Gib F4 LT F4 d oa — — — — _ 2 B2 tic ezS2 B2 02 02 AJ( pt PI y 1 26 2, ae PPKA9T PPFSTAEMEC PP.OP FILL G•1 0 ULP,pa1F.07X. COLX P4[5 LEYCLUW, PAD•rYP j93G '-. _._.._-. nS.lft,- I .. 1 h90Or0mm •la'LOLYA �- F+G d0rom ,-A- 401— BACK FALL ELEVATION-EAST APPROACH TA"" - S LE' Y•10' Y C.1 C.1 I� P COPiW A Qoa] GA drF fd +., "-"lPF"13 0 �— - P_r,l_ -+,y'TF dd II d Nt Ga Ga 6t d laN FA l41 Fa '.4" .P4 L44 c2 1— � I e= I e-� oa -��-_"�— -S._ _.1.,... ... '-�— �.z... .._ 2 76 i CK FACE ELEVATION-EAST APPFnArH *0"44 . SCALE'A•10' -_ r euf SMIP SCMEDLq.E -JT 9,�C CUT yL 11.0' Id 20' cIL eP. uP. UL C% aQ dq-I dQ•5mm — n' _ C[xTirl[D wITN y tUM, f0 \NALLS 4,546 1 _ _ GO+ti mm 112 16d GP Lvnzmu m"an [D[A w utNrmcIRII tnuctuejt_oNLv. "M nalovNeed $art* compsOy _ 1 i Fowi+w FAST WPF'0ACH WALL SURFACE AP,CA•5,136.T ,Q FT lr..il.r�a "K"�' .'� P*JUFCPtED EAPTu ALL s _ D,M L'TEE PhWCt`, wi LLwEL CEpRIE Wd,LFAh SpUTuCE11TEh IlI a%( ail IT.S 63 IC.S kO 5 w GPJpv WAY V"E PNe5E 2 ':M C n•�•p#'� win? w+..x twwe wM.i`.�.Iw w�.'wwt'w.`r I 754 w.ww►'wl�.dlr.�"v.r.rvw.rrrnr.w.ww"�N'wp.IlrM.,wr'r w r 2 n. r t.II,d,,.w i irrrwwrtrrM.+r'u..wl vrl.••x .ELEVATIOL!!S w rw+.«w wp�..•w rwNUY r wiw•�w x.'rt Irr r w vlr.ra ,r reo.oc P .�Nell) ffi ' Ty ,iauTe I I ExSr I+ I 10 I Ap' I I I NJ. I ee j TAL PLAL".95 R PLLu_ni II5.RA _ RA4N RIUM+ RAIri FLAun PLLW, gA11n I Plea NS 0016 nwn•1 Lt LQIJ3 BACK FACE ELEVATION-WMST APPRWtj WALL►1 ' SCUE I"•i0' N TpTt. • IB 4�' I I / I M u W tT MC! L E5�LIOTCw - 0 If CMM -.rl •�•r- u W%/POPW .� �-- fLvc 1 rtpgUi FACE - PLAN hE VMLL UP JT EL 31.CO M eT'l_ (EAST AP1�Ti 1 ECTIQIJ VY I� (.�ECTOU xz $IMAM F:u'I OFFGS!i(wN/0) SCALE ;tl'IO CEUTwm Wm P 10 PROrsO �ECTZ'g k k WlEewnPn r a. WSW" 'I �•.. 5OR SNP TL HANDRAILo. PETAAA, t2a— AtDLf F6,^E OF yA1Ll) h.'Y 2•bMFFR ' D (TyP) I r MMI.UAL (' I K}O 7 TYP iJoute b a . �_ . T , , 06 EAPA ASEA 51pM) 4I• • E CDWEL P PALE. - II — _ _ _._.._ ._ Y F'-- FPU4T FAM �-�- T E w u sr - kpprox mt5rP 1 Et.St QMA/rD. .� I C I C.AJC CC�PnJG TAIL 30 PDr 'Et3 SPWAA 6CAL� E.;at'• i•. AI,IR PLUM PLAY. PIDUNRAIW. �. Pl\ ^S -Sd R.S dd P 5 9^N9 •e mm-I L•i lOL1Q NOTE; AL"W(X P LAGGING SHALL BE DO(JI FIR,NO.I CRAPE L�T�W-WCST ACPRQ4CN WALL P1 SCALE I'-b' TOTAL 5UP+F6CE.AREA (WALL 1)•2M.0 5F 29 PLAUP+! 4'.le'.ci 91 PrEM$ 9TnIPs00+emm II.'.y';.OLN3 PRGN T PALE 0L ea W/COPi*4 tit '.9 Re NP EARTH I IM J TIL—AoUrMlINT PLANI WING WALL _SELTOU Y-Y NORTH END Or EAST ABUT/AENT (FECTpU 25C&L ut Bi-1 td YPOSIIE NAND) EAST ADUTM T SCALE 3D•I�O �.. PLAN cCIITRttb WITH DETAIL C- RttrtcT M INTERSECTION OF ReINPDRCEA (R "INF.PTUIuiY EARTH WALL♦4 M�7N�NFN-FN FEA5T 46LTMENT OP IILINr s O FYRTN tr1111$trVpt9 ONLY. NO SCAR '•'JG..*I *b lHwNESN pElh lowlpaw9 `1EIU9OPCED FARTN WALL SUME.WA,U UPS SCuTNCEuTPN 6 W War NY-vk HMSE Ili TM •.!r•Ir• t..II.MyraN aw t•wwr.r..w q+wN Rr w '� rN lY „> nEulCAi�� N•M•MNM WrYM•I Nnl•Y M A N•�.IIA.M Y MY 0�r1,•plrl,Ml..vlAl•M•rlllMv•rMIFIP y��P r Tp9 Y IMAM tN 11YVN�1••1h W.IF1. •IMWrrNM brrrrrYMA•rr Wn1�MN1MIP.•Y•rwNIrAM•I�rY�N•N VaM,N +~"w OErpµ� DI •.Wr�Mrrw wMrYu•P�rMrPMM:Iw rn.•P.VW Nw El EverlOu 7 s �— wo. a • z�S7 D� I15" RERJF nT► EXIST OPOu I PRLw iU ppacar PCORL1G®TPRllEl76 ED J L��I P4l 2n4 P II P ld46V bT11IR IOXq QPj__ '•YT"•' • A. f of!T yRTTHp pL' P�4 R / R I Rv960.7 mm-IL4 LOW tt"" pAGK►A= tLGVATION•WALL$! eceLE:r�•ro• TCTa NJP•FpCE LPEG (WALL Ld7 R&UISC-2"12•410 - 5?*PELF GINNP5.GChtb mm-I LE • 9Axmn PILE <�G CpIJBT. WLLL TC 26.E4� 24.0 a'•C FA I0K FALtO I TPAFFIC faR:IlR K1AL iR.l.WALL WNDMIL• �"�� �� CT 5NT s16--� - `�� ._2�a�O __. FPAWT FrtE — WALL FKE. G*AVLL _ j WALL WAVlLL"T OP 6KrFlLL / TEMP • PPOP e*i GRAOE I . _ lit; I la' ` ��excAVAnoI+ . pRVPOt Ex5T DGTQRL WITH .c mr x SECTfOU &TST43i+oo mmlM�m luum SCALE 0 0* snu Ra+gLrcx - A � w r ■AY AIw-rH�1t1 83M nf. OF WALL -1 g QQ YI � Tra a e JOiUS -Z. _ I oPADE �I .I I I I • 30.A WRW� TRAyr. R4ur PI.Nl. R EFLALY+S •Ot LLIn' ARAUM4.16P. 9lA RM+M• Id>_ 'PJ 0' Ps pg►S Zd PLS �O PASS AS 7+12'+10 i —P9 60+6 mm I I.9 1CU8 NATION• W SCSLE.1'•IO' L1OTE;I.PP,OP FLJ S#D 6r,ADE SWCLID eA PUKED w4(+u ED%OF WALL RAO ERN OOn1PL VI'M Y.ALL WOOD LA"114 SHALL me DOLK"S Pw.MO.1 WADE. 0 TOT6l S-JP L(:C UPCA (WALLOZ) PLAun? •2'•12'•10' P{3U1P STP+ig-eO+F+mm-11.6 LOLJG u rr C FM)UT FlCE Of BK:yWGLL L.I. L.I S.I. A.I S.P S.F. C.Y. C.T. G.Y. Or A6LITL4gW r CEMEN'CONCRET7.' 1 - - - 930 - M rP ♦IO /II STR71CIy, I _ rU-I! •GU11EP L4E STEP—__— - p, _ - _ MTO M70 »r PIr Is! S Y!1 q1 1141 - IYI - IN {N IG 4 AI HI ASS! - 'AM - !/! FPANf FILE b R PE-WAIL -FETE/• :LOCI f 31 - q5 - 133 - ri ro M M [ 9TA jC•OSffi w 6 ! Mf - r1 7 A ,A •.iCIDEP.RILE WALL FRONT FACE 617 SSr HIT ]I00 HtT MD 7X/ 72D 9JD COTMILD WM -PLAN -w3312 01 NAULf2 uerLcr ro IcaPAL er/rulTr OFT&IL b+ D7 R:,NrORcm LAIR gnuY, SCALE •-110' r 'ice T" NlwfoIef� Novell Comp any EY�Q,L ....cam.nrw....w�•r....w�. •'�" Pr-..LlFOP•CED EAP74 WALL rF r �. 6EA*RE.WA. IF'+r. 5GJTK;,EULFP S W C1ftv WAY U'vnE n4m X .. I M wM YAMrrr• r Tlr Rrr+Yr+4rPi fYFPrr.N Y Yrf Mnl/Irl ti/Y rI R •TOL vA Go1T +Nl�rww+nvMMPYIrt Yr rr W W TiQ M MplWrrr wrYrr lrYnYMrY+YYrN1++4r Yr•M rrYi+rLM rArrrlRrrY MriYr W �7'� .TMiEw.o.r.w ir�wrr u+rwswrr.r�+rrrP..IwLr ELEW71Olt.9ECI�A1 l0f,L >r Nr+Mi�11M M r1'•IM�nw�r++v.wi�r rM+rYw w�l r VYi1 P/�r rr wrnr v 2'-O• "try) •C�t> .]luu� 7 _ C -s uR 40."m 0-S cO.fnm �p_to .1 co.fimm _`_ - f-h• _Luf.'a pu0 Jta.b�:� •sLL 0!�h�m,a rL OLb�iraJ TNIC eLEl4oTIOU AVOOD A,.AUW Tie 2jP+iP otTA L W . etc lo.t:'yjl) i —(wou' acc •'•+�Ma� � �I.•T�e AeC .LULtN W_Iiw�.i4.W f�iM�eC.e. I• OETwL ol• P+Eiw,*OW_iLICp SrwP oeTwL 'A' SEGIIOU A A" ._e . 'reM4.ft•M ' i -L•nir D• h.G -uri —tj:& LeVtl 2-& STIACH&P%GL EhOKCu Co,Gv, 5uo,CHA,*<-e 19 i 4lit %Ofe 5u14CH&hGt ra tuea,+o�GaI voneu ACC I ktfw,Te ILcra S uftC"a66 "Cr(.) 6tr1.) oeu61 -1 04") 6(PT) 066Wt ' ««T) 60T.) c-S 11. ep.ymT. O.6 u.6 d-O b.{n•n.. 0-7 _ ��.s a0.4.•f S-li 6•S so A.lm. 1-r6 n.6 d-H eos•we. 6.11 _u.S d-ie eo."ffl r4•!O M p.i•I.m. I{•17 N.O r.$'s'"m; It14 16.00 Mo '.IWW.sn•T. i6•.7 170 r 1+.ore ,wn•a.Ow To TOP or ►fo 10 o n Mar!•1.6 M if. .h' e.6l6 m.T ✓i J Tie tThlo OtjwL i, TF• Ass FJ_1 r. "Y• �J•J••.^Or�JJ ou.y n._ pea�w+ti eFs.'_�6{ oo.IC 6y 7—+�— a-�—� �----r '''www---Tar' 2. caauu •ri ee cro Ju s stsma..so swwu We T � r-.s.u.► sc•Fo..4 W •H6 TynCs . _ J-1 .�._. w.y. Mvsi�a� T_w•-..•ay es •rs..ro s_:o•...ronwt .:,..� 04 s ••sc11s. •.�wc+sn • rT TI � • '�'�{Wi F sub Mi�Y0AG�4M �i /•� OGUM• YOru H� 40T 6! AI rUJ� i -. p. �{y9u f •sbG7 7u 'n! A•hiH.T�O4 t•M-1 Tie -M'r+Vs_ WITyhJ TN{ ..IWrJ••Ce� CAn�F � Cp fJmG TO M W'-C •'•4CT�OaI 410 IX!Y-••�( 'I •••a/AlAICJ{D •b!QA'0�6 •H41� I • GO4MwH 1° TF! Hu.JLC}..•,GNb YIG�•�-1Aj1.7 Wr. 4O w M! h{wr0••�+•. aA'•r`wWJ 4. MIOOO W.Ak"640"Ge VOU6Ar MR rC.I MUD& oETaL a vatlww►+G)u,�v STr,IP .n- -o a,u.c ctnm va= art to to aaa"L{Truer Ot ealoalao T. Me "lWort" got It C*Mo=/ ' 11 � � Ar►IbACtQ tAN�M •i4y.L ' •� `-wxt wl.,LEAP,SLu,u:.'.--u TEA Timett" rsuuc� ti Me..�. *w ewww.ttw a•.r..•r•er•r.rrrr ••� ',r' a ,•.wLry Of Iditll Vtli 00T NrrnwNln•M Ne•MR� r• A d.� ' ' r.e..rr�.�.�e...•rr r r ewierl r w Ni..•e•'N�,•.'r r"1e'N rr.lre rr• ti"-' Tl10 w•t:r ai'r.. ir..wrri•rw.r.l.wrrrrw.+nrtr lLav se rl..rewerrr�rr.�rrlrr,rr.F.re r..r rwr�� Oa f.•GnGo. S ' «y DOWEL OR I'$PVC POPE TOP r L .•-u•(La01n.1 B-T4 aA}• TZ •N) . TYR YE MOTE % E I�j aS'Tw. _'__ -- L/ 1 E I TWVT ' T I � I � AL � M1T ,. T � I ` ,M.• �. H i , H 1 r, TI I C A A 1 A per C I "�° I I I I a 1 I I T ♦ A T1 W , JONTf •�„ �ASACk PACE—t I ; l 1 I 71 A I , i 1 3 f PANEL C D� �• E �• = I I A IOINTa®__ R4NEL %jtL& d SECTION C-C WONT WIN A = t } # A I I i r,y I I*Jk I STI1AUPa TYPICAL PANEL LAYOUT .,le SCALE III'•f-0• •tf C N , !M A NAMS PS.►NE1 E }-1�• TMB SECTION Id I .. j �q•�_.• TYPICAL PANEL f A•t4 1C' JQINT® %a.E sue. 4.a•OIMYfEN REaw EONDEO Lp1R T�-7 �YAe—.05ETHER FOAM TTVWAL PROT FACIE OF PANEL it LL_ i34 oowEt 0 PVC PME SECTION 1-I SIECTION [-A AOEIT -C;'SOOWEL M PVC PIPE VAN CNAMP[R ITwI FRONT FACE OF PANEL SECTION S-S MSC1lElE I CCXTIfi[D WITH FOR TYPE AMO Lt"TN,_.uE_llE[Kq "G BTRV SC•KC•.:LE RCSTECT TO I fNTCAwL.NTA[ILD•Y Uf NFINfORCED CARP' STRUCTURES ONLY. 1�-A-- �'N.S ����J�.%pep•-i i DETAIL OF REINFORCING STRIP NOT 10 SCALE tA.-,�.I. . Y T01 L.IN TM/lfl'1'ONLY i i• x� T i 0 34'TYP. II,, [ r�' [ f SWIFT 7'1{' rl s RAl6 �� [ .[AT LMT.I.IRT LIFT EFf[RT x WI' ♦II I ii60OWL 4 w 4 �IL A ?. 1 .. MNEL 5 II-If TI'I L z 4 „ •� ;'FDDwI L r u. Tt 1 ; 112'rEQ °� E x •LOVO TI I_ 1 _.., a�NnY •a I � � p d b tT• • 1 MNE D I 1-4 LON. IL Pvc Ova ftCTIDN C-0 SECTION 0-D MALE PANELS 8sDTIQN E-E w FRONT V" ,L A•..4' •SS WR vs IC S W a BARS PS FANEI U&T10% B.-i NOTE I- RE+iDNCN& h'S SHALL EE SREL A615 CAADF 6>. x 34•.1S. CNANPER SMALL PROVOM CAI ALL ERWSED aPIQAS,_P4NEL DETAILS EDGES IF"T•ArF ON;.YI SCAB E 1. AU 4HlDLS SHOP ER REILATE 3 D ELEMENT WILL OE A. ONE NN SYRT LIFT INSERTS %'.SO-LONG AS MANUFACTURED .Y SNCNON C',n^ ACCESSgI s S. RINEL DEW-' ,MSS IS T116•QMNTIry •s�OIoc f re WILL NCREAi ACCOMMODATE AM ARCNITE';"Ai . '1- SAFACE PIN—- IIIAT MAY SE SPECIFIED. ..GAS I !.A R.FA�,E _.A HOLE 7 MNEL M1 ..�fF •. I1 CLRnr IED WITH -•+»�• f 4- . —' INI!RNPTO 9TAEILITY Sttt tbo wolwfol'eow North Company or umr ��ifii ._.y,<..•.�•m x...•w....r..,...N.....wnA.UCTUR RCLD LAPIN IT 9TX VCTURLS ONLY. _ STRIP ,DETAIL ASA REINFORCED EARTHWLLL •A4, jr.S'A IAA.K NOT TO SCALE .__ .71Y j(IUiM�6UTEP 1M bwnM p.FYvr� rgnnt Fi.M!.y1..b rM R1nbrW{Fp<:Anp..v...V.I V•M Iwn�W9la la y M.��4 PEII'J 1:'Y"A Y __ WY.ncanr•.elu a�n 11��.YV1a1..M M1F W TIM 4 h,AI,MAMMA MTn n M p R.IMpn�nM p.nv oMN wM^i.N�on.nNil4 aw:iff.Nr pllpry.! nMAW1 Gi N Mm. A.+ITF.vOYM E funpnY. •^. TR.REN.1yMY EYIR DAwAYIY i MfIVY..llry.yy in ryy Jni1.d EYN..mM M1M..Aup b Hmi VYI Y4 ' •AmMyR1AM{I..YNWM..I MMIaa....ww�mAN.R InYiM.rWY Ia vM.I pbyl. - $TN•DAIq FANtLwDtTA1Lt « as pill la 111011111 1 111111111111 I I ,� j Wit V Boring Log B- 1 STANDARD PENFTRATION RESISTANCE SOIL INTERPRETATION b.0 Mr. ...?a, )D r......1 S1A WLOW3 Pta FOOT IrAO IN.<. SW'^PIt 1 E ! D TO b 100 rN' GROUND SURFACE ELBEVATIdN APPRdX!MATELY 10 FEET SW.q/9 I t GRAVELLY, COBLY IF/LLI. MEDIUM STIFF, MOIST, BROWN, FINE SANDY SILT, 1 [Aflo i W)TN NUMEROUS WOOD AND ROOT FRAGMENTS (FILL?$, I 1• VERY SOFT AND VERY LOOSE, MOIST, BROWN AND 2 5 — TAN, FINE SANDY SILT AND SILTY SAND. OCCASIONAL LENSES OF CLAYEY SILT, TRACE OF ROOT FRAGMENTS. o c 7 • n 19 A IO n SOFT. WET, GRAY, CLAYEY SILT, OCCASIONAL LENSES OF FINE SAND. TRACE OF ROOT FRAGMENTS AND SHELLS. S UNCONFINED COMPRESSION STRENGTH, 0U W 340 PSI` 20( A 15 21 a 20 LAMINATED j LOOSE. WET, GRAY. FINE SANDY L AND SILTY SAND. LAMINATED. I _ 9 + • IAI I IEOIUM DENSE TO DENSE, WET, DARK GRAY, CLEAN 22 TO SLIGHTLY SILTY, FINE TO MEOIUN SAND, TRACE 10 I r 25 -- OF CLAY BALLS. it I I 1� I +I I I I f f 13 Iz 1 I �� •,A� I 30 1 i � I I MEDIUM DENSE TO DIpHSE. WET, GREENISH GRAY, 35 SLIGHTLY SILTY TO SILTY, GRAVELLY, FINE TO 14 I ; I I MEDIUM SAND, OCCASIONALLY COARSE. I l 40 _ 15 � • � I PEAT AND SILT LAYERS. Zy �• I GRADES TD OCCASIONAL GRAVEL. I SCATTERED SHELL FRAGMENTS. ' 1 16 ,'':,.,. I 45 I • 17 � • 1 _�?' GRADES TO FINE SANG,—� �— NUMEROUS SHELL FRAGMENTS, ONE PLAT LENSE. a 3 0 1O 50 qp 50 1 WATER CONTENT Ff ACt WT • WATE L1690D ►[WR L[a[ro ® 1 00 so., 3.... S..,M. 1'D 0 )ADD M 4,..IN/ .+1 O..w...... WW1 • N. S,-.M A.u.uF 3,00 NOTE •' U., ...<.q r.r. N. Z. • NOif' Z•.r . r w STANDARD PENETRATION RESISTANCE SOIL INTERPRETATION II40 ..... ...rn, 30 .•.....rl SLOW& FIA FOOT Or.• zo FEET S T►I' ' * a a zo SO Wx. 1., 50 ANDY SILT, FITS IFILLTI. IS SCATTERED SHELL FRA4nE NTS. ROWN AND 55 D. OCCASIONAL OT FRAGMENTS. DENSE TO VERY DENSE. WET, GREENISH GRAY, CLEAN 19 •' -• TO SILTY. GRAVELLY, FINE TO COARSE SAND. TRACE 60 OF CLAY BALLS. SION.L LENSES NTS AND SHELLS. 20 • ou A 340 PSF 65 21 I 70 AND SILTY I i - I (RAY. CLEAN 22 I I e I SAND. TRACE I T5 a, I I I I 23 I I BO 24 ISM DRAT. FINE TO 2a 90 BOTTOM OF BORING 09 FEET. COMPLETED 519/60 I' � � ► 95 EAT LENSE. I 1100 I [ ! N 20 !O DO WATER CONTENT J-882-01 May 1981 FERRNT • L[o[Wo HART-CROWSER 8 associates Inc. ® _• Figure A-8 • b &.-rr 4w,.q NOT[' 114.4 rr u..p...r ..• .. ..N a..• ... •• w� o.•p. -.r r p.bH A Boring Log B-2 STANDARD PENETRATION RESISTANCE SOIL INTERPRE TATIOM U.0 1••.+ ...•+,, 10 r..r.,I STAND, 11+: no.s n. root • • S9mP1. 1 r s c 20 SO 100 1«, GROUND SURFACE ELEVATION APPROXIMATELY 1• FEET S"PI9 1 1 ASE COURSE. VERY SOFT AND VERY LOOSE, MOIST, BROWN A1,D GRAY. FINE SANDY SILT AND SILLY SAND. BECOMES WET At 7p7ROAI.4TELY S FEET. 1A I 2 5 - PEAT LAYERS AND LENSES. -- VERY SOFT TO SOFT. WET, GRAY, CLAYEY SILT. A 10 : S I == U b , IS =_ LENSES OF FINE SAND, TRACE OF ORGANICS 7 I IL T I :f: MEDIUM DENSE TO CffHSE. WET, GRAY, FINE SA'.J, 19 20 's OCCASIONAL LAYERS AND LENSES OF SILT. � 1 -- - -- - -I I rD -" GRADES TO FINE TO MEDIUM SAND. 10 ZS i 211 1 I 1 I ! 21 30 I Ili •' ( j 12 � � � it I111 . I .'iY EDIUM DENSE 10 DENSE, WET, REDDISH GRAY TO 2I . GREENISH GRAY, CLEAN TO SLIGHTLY SILTY, GRAVELLY, FINE TO COARSE SAND. I 35 I x 1 :Y:�; FFFyyy 13 IC.S i I - 23 i l i I I 40 a , j 1 i`1 i ) ISLL. SCATTERED SMELL FRAGMENTS. I I 1 1 ?y i^:e 50 1 WATER CONTENT WATER r!A(T rT • PIN" Lt0[WD LEGEND ® t'oe SM•• 3rMr S.• . r..•. 1•M ® 1'Do 1�0 0 71.IIW1 s..M+ O..• .•.n. r.0 ly S�DO • b S.-.r buwq ♦ r• M T•• wOT[. Y•. r STANDARD PENETRATION RESISTANCE SOIL INTERPRETATION 1140 Fro.. ...p1, SO .,a.hu1 RONS FEN FOOT ♦ ' LY 19 FEET S0,nPIP 1 = S ID to SO 50 lRD�N AN.D DENSE TO VERY DENSE. NE7, 4REEN15N GRAY, yAND. SLIGHTLY SILTY, FINE TO COARSE SAND, *I I OCCASIONAL LAYERS AND LENSES OF SILT. FET. IA 55 ATEV SILT 17 � 60 la • ORGANIC'& I 65 i V. FINE SA-41 19 SILT. 70 1 I 20 75 so DJSN GRAY 10 22 • I GRADES 10 GRAVELLY. Y SILTY. IFFF-I 1 1 85 I I 1 23 QI • I I i I 90 BOTTOM Ov BORING 99 FEET, II' COMPLETED S110/90 II It I � 1 � � I 95 it 1 : !1 10 20 S0 O0 100 WATER CONTENT FI AtE NT I . LEAIAO J-862-01 May 1981 to i 00 3M.. SF.r I..r. ..1„ L., HART-CROWSEP d %Societe* Inc. 19 3,00 v1.1n. a-.1. Figure A-9 • N. a.... A.u...T NOTE. U.1 NN••FA... Fy .w1..r a,.. ►. . 1.0 a.. ,..1 BORING LOG B-3 /De. Sit WDARD UNDRAtNED DTdER MIERFAETATION PENETRATION RESISTANCE SMEM SIAENGIN TESTS D•V'. Iw N..o..o.l.r..o•a. APFs0E-ATI OMriO P B/M.Cl 1lt VAIO.I N«.pT 15 00 . 1 i SI�w�MA je��a IN • Is ,160) u VERY SOFT TO SOFT, WE,. SLI.IGNTLr r III SANDY. CLAYEY SILT WITH SON/E FINE , El ROOTS. N CON DENSE. SATURA / •D PINE f0 COAR.. VERY LOQSF. SATURATED, SRO•r N, SILTY SAND. RIME SAND. BECOMES MEDIUM DENSE, GRAY TV SLACK ID FINE TO MEDIUM SAND. S-S -SOME SHELL N VERY DENSE, 1 $-7 • FINE TO "COIL 1/ pp SOME SMELL VfRV DEMSE. r BOTTOM DP so $-T BORING COMPLf I NOTE, BORIN,. MEDIUM DENSE TO VERY DENSE. HAD ADVANCED SATURATED. GRAY, SLIGHTLY 10 FINE DEPTH 'HEN SU GRAVELLY FINE 70 COARSE $AN+O WITH $y EQUIPMENT OR I MT(RSEODEp SANDY GRAVEL. • RESUMED OPtRA ]O COMPLETED EA" SOME 0000 AND SMELL MATERIAL $_Ye a $-lo AD SOME SHELL MATERIAL 11 • • 5- 9 SOME HOOD AND SMELL MATERIAL S-It so I 1 \ IO tS 0Y 'a o t• lA t• .• A NAI11t4 w.TIR CO..IA.tl 11U [Kul OPOLMOMAT,.'.OVAL O.MFLMO SHIM OtN,MD,M last$ OIMIP IASTS LOTTO ®I.OD SON SA•.P O 1M[•...••N•A 1YN..M.• MA M..AH..H Aryr • S., .r.N' S.. I,r.w wt sq..x«« U..re •MIW1.e•r M.r wl.. s W CA •.r•re .• .r,.M« r•1 w iY•nA OAOLrowAllR LI YA. ! \-OD Yr•r I • Ir.w CA C Ary.M •wr D Fr.«Pw.ww ,.OM L•..or.a I•,I .•N. ■.N..1, it ME Ow'0 I /..NI.AY S.r 1 :,.rA.. W Y..W.w Cr ... D\ w L..w IO.HI O Dvr.\N,r ..xNe w rI rq w,R R. ..M 0 IOl 1'...w C•w•.r.YN AIp.A'Tw r thI ®G."1rrM —A.•.rr T,r C.,...I IAV rr.t • M Rr...rY ICD I.r,W L•wr•MO p«H.H-wr IR G....1 .`.. L•.r 10..0 RAl1R ph'sNT Vrw1" Cf C..n•«Y«'low n,PN lw.e M 6 CM co,F.y MM.S R.Y. p%MM ��� L.wAI ■ Frr.rwl, TAM LF.e 4 LowsMQ tl.s.M 6•,R1 so EM.IN p« 1 ••N MNr ED OTHER UNURAMEO OTHER 1 NL rN TEBU STANDARD SOIL *NEAR STRENGTH TESTS INTERPRETATION /[N(1RNIOM RC SI*T•MG I 1 ,.w tis Kor1,H.! a.Nrl V V I +• •I O.we t A wo'.'••EN 1001 1e le u u« I E le to w 100 • le — 50 CON DENSE, SATURATED. GRAY. VERY GIUVELLY, FINE TO COARSE SAND. SIT $$ S T• -{ SOME fNEll MATERIAL 60 VERY DENSE. TRACE FINE GRAVELLY. FINE TO MEDIUM SAND. SIS 65 SOME SMELL MATERIAL 5-16 M VERY DENSE. SATURATED. GRAY, 70 BOTTOM OF BJRING 69 FEET. BORING COMPLETED A/2*/91 . NOTE, BORING STARTED 6/24/*1 AND HAD ADVANCED EXPLORATION TO 52.5 DEPTH WHEN SUBCONTRACTOR ENCOUNTERE EOUIPMENT PROBLEMS. SUBCONTRACTOR RESUMED OPERATIONS 4/2*/*1 AND COMPLETED EXPLORATION. I I *A *a to Ao Too • la to to •e V I I.6F I • NAIURY WAIEN CONftNT IV NKIMNM•H•MH►•M•ME I.IAN EINt NO1M II5I9 OTHER TEST& Will ..M•A•AN• N4 M*rN•.L ONG.NORAIIA LEVtL IAYFLND® I IN uwMww•r•n.na•N••W I.Oa I.., MY 61•Kr I, 1.<•nen/uN Urf.w IV Y.cN+[Y r.•NN .uwl M aMNo n4 M P•WL W n6M.IN.N W 1rw.W M.P..rr•w I•wrY • •PNMY6•r.•n•1•nT KN *MIMI1.MP •-OD.Iw.Y1 Iw • lY•w CA OM.N A.r1.M * M.I.r r.•1.V nMs••N.Y,K w Ir tl PK. 4+r111• O IK\N Iw•sr CO,PK�•Ir•/ LU uu .••.n.•••M M.1..rT MNA PRIM CMM...+• n. \w.••11••I. m I�OD.NI..M iW O W 1L11 l UmU.Ow.•w•M6 • w l•J Imb .10 6MwIw ...w C E.uN•qa C.IO.E lCf1 Ln.W CwM•.IN .1 Try.I PYy ®G.IIYy IMM• Y.•M • Y•Rw•.KI Gl Cw.slw l•M /S*1 -H*-61 ■N l• G NAI/R GOMIINT Vn W11 M C....a..."N•M eKrr • F.,—wMq b•, MART-CR O'R SER * 00•••I.1•• IM. � PM.K F.0-4 TUN spa 1 ...0,.. ►lo••• A-I* LIM w.ur GNwIM BORING LOG B-4 SOIL STANDARD UNDRAINED OTHER WTEIIMEIATION PEMETRATIDN RESISTANCE &HEAR STRENGTH TESTS I,r h+.O atMl.M ff ORI AM GROUND IOM IN GRO IIIRIACI ILIYAT Ittl is bP • rOra"AICOI IRAI 0 1 t t o to to luR u to to Io Aa SDFI . MOIST, MOTTLED. DRANGE-BROWN. SANDY SILT. I 1 I CON � S-1 S IATDI VERY LOOSE TO LOOSE, SATURATED, GRAY S = BROWN, SLIGHTLY SILTY, FINE SAND. SILTY FINE SAND INTERSEDS. 10 5-3 MEDIUM DENSE TO VERY DENSE. SATURATED, BLACK, SLIGHTLY GRAVELLY TO GRAVELLY FINE TO MEDIUM SAND. S-A I • • u ICI S-s II A to S-a 25 e • SILTY AND VERY GRAVELLY. S-TB SD SLIGHTLY SILTY. • S6 -TRACK SILT. S-I • BOTTOM OF BORING S• FEET. AO BORING COMPLETED •S ISO 1 I / Io eo w IW o la to Ia u IL • MAIUA&L WATER CONIIMI(A) IAA) GROUNOWATIR LEVEL IAMft NG I.N AA PRt MDIH IEIIS OINFR TEIII NOIEI ®I,oD Book{IRM D U^t•n•WR.IH Il^Y,t,M1 MA MNN,IW f�AN,ItN 1 IN Mt[,WIN..t 4t.,IFMtx•.MF W INNS 6.0 ISMOM 11NIMI MI M,Wr . NIWI FMnF.t q1 N IRMMI 1rl I'OD INN,iw • tr.Mr OA CwNR M. — t Wu« N.tl. R wrtaM.N Ma AM CINIWM D PNMN PR .—w ODM CWM w,, I INI NN tN•M,fF Y,F 1MI fM1•NR m I'Oa.NNNr Iw IFMPIaMa C•Vw1NnN as OVMI Ifw Ix•VMt PI Ifr. 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FINE TO • OT TUN OF PORING MEDIUM SAND. 5-7 BORING CON/L(TED THIN INTERSEO OF SILTY CLAY. $-tl ES 70 1➢ S-Io A.. aS VERY DENSE. SATURATED. 111.1 FINE GRAVEL. 40 $LIC.HILT SILTY. —. v- S_12` DENSE TO VERY OEMSE. SATURATED, .5141 •1 10 SLACK. FINE TO NEDIUM $AND. ' SANDY 14LT WITH TRACE ORGANICS. SO 1 S S IV 1• so'AGO ( IA EO EO 4A • M.IURAL WAItA CONILNI l51 IASII OAou.D.AYIA CIVIL I.1.►UNO &W.•PRt NDI"tills OTH&M list$ NONE 4 ® I OD AFM EFr. O YA[.wNyK«1NW..M4 Y4 Y.[NKY.n.NNo I.{.Y NK,..Nw1 M.wrMM M.N M ORDLND.AIAR'.AV{L /YyrAY{.RI (.w•► IrY.W NY "rRMw.4/ .UMW M.MN NF b/1MFL M w rw DD /RY IW • IYR CA C A-4— E R wa.K4-r.r w qi w a" Y L�1 E..." O FytN Fw.wrw CYI Cwsy..Y4 bM .... pN..r4 r7I I-OD wYRr . ••YF M•r t W.Y.\..N ID4K1 0 Ar"NF W O VYWny Cro..Yy Dm Qy.W CaY.RNM M. .w..1 F.... Atrial T. M Di4r.I ®OMM E"rY —t....N I..l C....NI M.Y..YE ■4N.L..M IO.NI • W A.N.. TCO 1.".W Cr ..N AID-AI try M O.R." 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