The URL can be used to link to this page

Home My WebLink AboutWTR2700673 W 673 Grady Way Bridg` ix BEGINNING OF FILE FILE TITLE w 4dow �073 6r*dL JFw3 Ir ime E n91neeqdP �� ng ro> 1-- ijl"wow E ENTRANCO ENGINEERS, INC. lake Washingh-ri Park Buildin, 1 5808 Like Washington Buulnvx,1 N k Kirkland,WA 9801n (206) 827-1300 _. ,F 4 Y 1t Fjf S i ENTRANCO ENGINEERS,INC. LAKE WASHINGTON PARK BUILDING (ME,A271W SFDN December 31, 1987 LAKE WASHINGTON BOULEVARD N E. KIRKLAND WA 98D.1.t Mr. Robert E. Bergstrom, P.E. Engineering Supervisor City of Renton 200 Mill Avenue S. Renton, Washington 98055 Re: S.W. Grady Way Bridge Replacement Project Contract No. 2698 Entranco Project No. 85003-21 Dear Bob: We offer the following in response to your request for a valuation of the watermain improvements completed in conjunction with the construction of the S.W. Grady Way bridge. Unit Itrro NO. Price Quantity Description _ ` Amount_ 78 $1500.UO 2 each Fire hydrant assembly $3,000 79 20.00 86 L.F. 6-inch class 52 ductile 1,72U iron pipe 81 30.00 1003 L.F. 12-inch class 52 ductile 30,09U iron pipe 82 100.00 171 L.F. 24-inch diameter steel 17,10U casing 150 30U.UO 2 each Steel anchors 600 151 3.70 560 L.F. Tie rods 2,072 154 35.27 171 L.F. increased casing thickness 6,031 Valuation: $6U,613 We hope you find the above approximate valuation useful . Please call for further information if desired. Sincerely, ENTRANCO ENGINEERS, INC. K`,rL- f Kristen A. Bete`f Office Engineer KB:gmw N I NETYOEEE SK 9EAlTLF fIRST EU1fiONA1 BANK BUILDING IFIIfI i!!-6iU2 IBfR EVBTT AVE"AV fVFRF TT WA iN'.,1 �� Ss / 2,f s2 G�' 7 A �$ o PUBLIC WORKS DEPARTMENT IZ DESIGN/UTILITY ENGINEERING 0 235-2631 OP MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 $917tO SEP'tEO'''b NV(y1) w,HwL µ m /1S- BwrCi �:d..✓n^✓f,� BARBARA Y. SHINPOCH November 13, 1986 MAYOR MEMORANDUM TO: Gary Norris, Traffic Dept. Jack Crumley, Street Dept, Ron Olsen, Engineering Dept. FROM: Bob Bergstrom, Engineering Dept. SUBJECT: S.W. Grady May Nigh Bridge WSDOT is planning on our contractor, Ross Construction, to request acceptance of the bridge on about December 1, 1986. Please have your elements of work checked by our crews because I believe we will find some items of work deficient. A written list to me before November 17th will do us a lot of good, so your assistance is requested. Bobigergstrom 20.02.02:ckd OUTLINE. OF CLOSEOUT PROCEDURES S.W. GRADY WAY BRIDGE REPLACEMENT PROJECT November 7, 1986 ENTRANCO rROJECT N0.85003-21 CONTRACT No. 2698 Substantial Completion (November 5) o Structure is open to public and functional; o End of scheduled liquidated damages assessment, but Contractor remains responsible for inspection/engineering costs until final acceptance. Final Acceptance (December. 17) o All finish work, punch items, and site cleanup are complete; o Ribbon cutting ceremony at City's option. Final Estimate o Prepared and submitted to Contractor for approval ; o Contractor is to endorse final estimate or list all outstanding claims; o "Final Estimate Package" which includes Contractor-endorsed estimate is due 45 days from Final Acceptance; o Submittal of "Final Estimate Package" may be delayed pending processing of change orders and settlement of all negotiated claims; o Total project construction cost: Original Bid $4, 839,374 Chamge orders To Date (+) 427 ,089 Change Orders Pending 65,000 Total $5,201 , 463 Projected Final Estimate $5, 196,000 Major Underrun: ATB/Cls B Asphalt ( - 1 $22 ,000 Major Overrun: Labor for Traffic Control (4 ) $23 , 000 Retainage (Approximately $260i000 ) o Contractor may request release 30 days after Final Acceptance (except landscape) ; 0 Landscape Retainage released one year after planting; a We are not, obligated to authorize release of Retainage prior to Final Estimate. Final Records 0 Due six months from Final Acceptance. Unsettled Claims o Must be filed as a lawsuit within 180 days of Final Acceptance. 1 d VJ s �Jz�� Ems CITY .OF RENTON .S.'W. 'GRADY WAY BRIDGE REPLACEMENT KING COUNTY F.A. PROJ. NO. BRM- 1288(2) F.A. PnOJ. NO. 1-405-3(635) AIMIL vw mg n State :, x:, Do pprtment of Tisansportation .oE�rlxii_ E)MTOf u M•ro Eo' , is fs ( t * nl 1 M N ♦S). 1y • T O(I0NT/1"M01104 vim. ( S 11 O 6 ROADWAY SECTIIONA • o a I.LQoo TO n.nU 1 y[�M • )O.II 11 TO .xOo IFFM+� ' + I ( 0 4LTFRNATE SHOULDER SECTION �� L 1/.to To 10.031S .gin � .Qe SS'CTION O.Fla TO 14"100 10RKM ?s UNl« t 6 [ 11DT1.19R WOMMIE PLArxwTIT t[E MMINsm to Ef•TAm T(M.M00 t 1' 4ATM PALL UIMIMN« 0 l"L THIS 1N[[i �h.RR I.AN.YRE RYYILM ut Now:WAY M RE[IO[, THIS W/[T, E I• lC O on Mf0O40 A VAR,SI Is a all. S•00 Ms N �• N01• 9 It yL J� 1) ra eaoDE LIIMI_ M& DET�y mNOw1 AND JIINCTNI I at t. EMTNT)OI GL, .. ROADWAY SECTION B Tn TMWII OITM L, f! W[lT q '5.0000 TO 40.0000 V 2' ASPHALT CONCRETE PAVEMENT CL ( (T/EAR,NG) O2" ASRPALI CONCRETE MVEM[NT CL M !LEVELING) O EROE,L[ MIO[ S' ASPHALT TREATED EASE f10l/W0 rlM1 f R[RFMNO TO� —T� O ,I} ASPHALT CONCRETE MY[MENI :L. R J� O (� M"O *U ACIMO T COURSE Ell1` I t.T O 10 CEMENT CONCRETE SIDEWALK ® CEMENT CONCRETE CMll • GUTTER �J l 0 EXISTING CONCRETE PAVEMENT _ MAIL ROADWAY SECTION C E WMINAIR[ FOL(MLGGMM1afrY[RRtl ROOARoIK I.ltf6 Ttlo.o RETAINING WALL DETA O . 00 LIMITS OR010MAT [A IMINAIR[ METAL HANDRAIL�0 JUNCTION 0DA ORAV[L 90"" URS Co tD(,W q WAM MY•q aN) - —� WIRINB SCN(DULE LUYINAIR( SCREDULC 1]MTOA poll ILCONDUIT LYWNAM( PON LOCATION or roll MY CNICY IT Y R[YARRI O TO FOG llvaTM NO LI/1• t-Ili l AL III A - CIatul of Is.00 IT \.t' •' bl \ ♦. ,J J 1 1'I/ , 1 f Is.\o IT s' a' a-I - eo' ( / I•In" 44 1O • II.Oe RT :1 a' •-1 Mole au ONW • 2" f-ITo [IRC Felt I aaovla[AA - CIRCUIT a-1 IGn M Tw E lX IN T 1.1n. •/q,t-III a IT•W LT. a.N 1' ma- [ - a I9.00 RT - •' a-E 1 7B[RBY' V." IT • rut" 1•00 T - ay\ a RVRt to I•In" 0,1a 1••n RT - s 1.1 L ••1 t �IINIDRttLL 1t -I/2" '-•q 10 E1. R • \-I Ii 1•ID" 1_I It 11 te.me IT, ! a' PI ' 12 14.-•1 RT • l' •' a•l I0 ••.11 •J lYY1NNRt qll I♦ 1\.\\ RT • f'_� - •' 41 meets♦ I AA<Tga\ot QjER' L N I iiu .I Is . f r.To LT_\� •(t.!' YR_-\ a•t Mom at, DW roR •"Com: IIOIwLl NOrt• fL lli 2.11T'%4L D[•:0 ll-� Y! wwm CYT.or.,"At m COMC CUA\R YDwT \ aurrtA 1 —KO Al% — BREAKERS CONTACTORS - T ♦ --hl.YOIKD A..l .j ILLCII IAYN4T1 iii--- (Fii(D4L( LUYWAIN( Iq( if ovq! 0 1 Y•Ix ►MNCX -*?Act CS) CIRCUIT ND \aYF\o aRa.Ra aYH Newsome RII"FORCED IARTN HALL alLl. a/aVICL A \o Cln Or rummi a -- aITLRNAT( SMOULDER SECTOR Non♦ I TOF or LUYINOF[ IAf[ 'No NMCiKM RpY IIYLL N - llUfM YITM TW ar LDp1LF CIRC VIT f•1 I\ [D LVYINIIRL• I TNRV 11+h 11 To ?.aN p ♦\' t p A[IFIORC(D [YM wall fWIA CGIDyrt lNAL a[ �" RLA<t0 If TWf[x YOK lq Vf,NO 1q Mt VINO RILL CIRCUIT M2 1\ f0 LUYIRM"I f TNRM T Hq\OD ro fAa\00 a a •[ 4L"t0 t[NVICL L I •0 PIT OF RIYTOII YT[•FOR ION,, AT,RAgTWISNKAT SetSOR RON.YR1 EINFORCED EARTH WALL fKTgN •, RL 401, LXIa lM[lT. URf.VIT a-1 -' to so LYYIYAq[a 1 TMY I• LUMINAIRE DETAIL CIRCUIT 6-11 t0 30 WwuAUla • N/wt� TFArht rLo• -- ' I'm of Mae-�� r7RY 11 10'fY[ ♦ yS �ij �OL.ff NOD MJ11 NDN•4MRDlA 4 �y 1\ FIR[ •to-OKa".!'ITRAPS,WILD rp03 fYt o pawaUN1rORYlT Cr!o,"Aad YRTT- --- / hlll lfwMALTI "At ELECTRICAL CGNDUIT m r IT CONCRETE Mvew[NT CL L (wcARINm PLACEMENT •1• 1Y°'" ' CONCRETE MVEAOLNT GL R (LEVELING) "CROW., (XCaAr'ON G. NOT( ALyL MITI,man ,,v SURFACES Lt TMATLO v-•3L EXISTING GROUND LANE IMICNfwNT Yrtllli oxpofgN IL •ALN.NMt PIPE DEBRIS BARRIER 'IT CONCFTTF MVEMCNT CL. a MINT C.RCID EAST" RALL D [VRMCIN\ TOR COURSE DETAIL CONWI[T[ SMUMlll I]NCMTE CUM A GUTTER - SOLDIER ALI `• -- -- OVA14-4 WALL :ONOMT[ MV[MENT —WNL IORROw y\f•� L !S� CITY met• R[ NTON vilk" DETAIL 1 . Df..R.Y.N. 11 X IIC 1YCNN. LINITS or wr.nr "CAVA'" N IRAI •oARON ..., S•W.GRADY WAY NORAIL MI BRIDGE REPLACEMENT UqS COMPANY TYPCAL ROADWAY SECTIONS a DETAILS yOM� --1MIL.IW rI1A.0 ConfYttlrq Ergirll•IhS or Ana"u «.W.. Sa1Rb.W1]INlgior WI WIw.YI •T .•wN «n � .rFRN.•s_._. a�-- r.rr_�-«5.�. A N E OF O,Rn •AOe _ \�\ °.'. Sic M,. t \\ ' b � •b, f \/ �p I ♦00,00 1,*L"4,QlWAr. ` ./ �r s- P _,t •• 134.28.56 QM LINE) .= "•'�.,�„� 'y o CURB CURVE TABLE �• e� PC.eTA 0 R L R eTA Y f • f • r AT r • . .eor tt •, AT u• ufr uo •N 'nan »u,rr 1e•25.009.W.CRADY WAY- A n•u If ])n A! fi]• of ♦f N n er•T 0.00.00 MONSTER ROAD 1n N AT N•,T 1 • • •• ., 1TA�].f_100 f ,]•At to food♦T 12.10 fe ••f" o.r lQQQLT CURVE TABLE p , uo �„f0 1• ` 1 n STA R L T 0•0 OT If.0 •t u•H). / ` AT , „•1, n NVf Iro tf• , • le?:• , ♦ '_, _` ! t IM 00 .• q ro U let N, ro W i0 D •o ev` �m �ii NA • 11. aoo a Ln• o•oe 1 n r. aa. ,.r°.• r OJ/I� —, -d i$I A 8"� ' •0- JM=J li is so le � lA if-, ilCW ♦ I OOx V ��—`_-- � T N. .... 1Y,__ __.�..— —_ - _ _. _-- __— ,. 4 TOn NCL MAUL IM c V- 1 Gal F �I �__ eRAVEI ewlro • �-- I_ - •O�i eT _ s. __- r UB°°BS CO con II 12 IS 1e 15 16 Se1f W M ..f Re. .. GENERAL NOTES m SASI. MY-IESS Iat O WrtTAM, CONG Cult RYIN, ux ATKM N IYa"'m LEGEND B M aR 1 NLL C[TI Mlr Ot {uar Rx[OF rota WITH LurMalHa,TO N RpgNp OF YIOCwwO r UntRa [� Rv11T oMwur O [KpT MAT m St AGIWTm.R[rOY[t OR moc"kr[°aT orll[Ila aMaA stow.ven () O4W "SN ToNAVI"IN CIRCUIT Mgt LOGWIOH m•[ paT{KrxllO llL�.•V� CpK aRMWA aT wM[T wM{R AT tIN[W[OWTIIUCTINf �- 1}Q; TOrI W RWAAE U.— 1. US TWEET lA- COAL "a a rrtT{111� I y L1A Lr. �III VA I.-19 a—{ �AONSTEP --RMo S.IOILM • J L —��—Raw NNIP Yr a /\ \ p Repo to KKrILA Npy�lit oy AaIRroRC{o [ARTM ry ' '• IIlTrN1Y .W _•�`� • .s 0�� 1"Um or w ...... Af01an+°S°IiINo.[raiirana .roroeo INALF•aNal II -•i e-W ♦ LIYITIC% •AOL{ AAttC °�OWN 6 IwCTION awi vas [ I [ 6/• •IR[ Sort *Af RUN a • r ( AO _«ram _.—.r_CHAIN ura racE � -o--A— R000 raHCl a Iyl • • NY TUBA (3 CATCH SASH 10. ° i• - •�. y=�__.� ;� = Y r�NAINAN 1IN13 N.GRADY WAY• =' It .7.!S. CULNaRT ma )NSTER ROAD �jfl� �, wRrNNrm "At"•�.!n u•moo us —.r— ws —!>— ]AwTARN 3aRM T e ra So AD EC 0 HO !0 In �Y[[NLI[E�!m[ b Y I'm Nfol•MIT -r M Snl•.!M - •y �ROADWA' 9[C110N-C--4.4 q tI A 4 i s 7 sOVC IOOV R r.,a - O- ---- - B to W s �'„ A x Ease • -- - ROaDWA'F1ICAYT10N,1NC1: MAUL 'tO CY VI rE"CrR Ai- - 'EMBANKMENT Down".N6L.HAUL RE0 CY 9/12 EMBANKMENT CoMpwr1 6�6 II la s MONSTER ROAD I •M. C•AE 0406 ELEV 2E$10 -— -- —'— .-__.______ ._ _.__._ _.._.^ — t.a M E-MOTIFS ALONG T1014 ION STATE NIWWAT Ill N• . I:AO A M faOM THE LT E INTERSECT OF gOTN IA FA '�\ �•__ OKILLLIA IET VERTICALLT MI I[70 N O FAX Of IH AWTN ONE TI THE CENT 11 ADW OF ROUND+1UE OF THICENT[A0s GY[RCASt IlfffT WEST OFTNECENTERLITE fN THE EAST NGV;O 2AN rTTATf reoltRT+II IrE T'" .CUM Of INTENSE AC ABpp THRE[ f ET 61W C.Y. •Mr NIGNEB THAN THE HIGNINAY AND GROUND. CITY OF RENTON �_ - _.. ..._C.._____.-3-_. _ _.__ - -_ �___.. _ SaHARTYaMf oe •u•uc wowRa S.W GRADY WAY BRIDGE REPLACEMENT 17 In WEST APPROACH URS COMPANY I .— ac .HJ N M• ..- 11� C°neUltlnq ErpinBBrs aril Analysis Seattle.Wash, Iw d..LI_ nc au. Q I N --r]•:•33T-TS LI 1�pr S►!A'1—'*G i "I I• F. 19R0'21' • L • IGro00 Is 2 t1, ! ilu A LT. YI (N f�j �1l7 jlp.tl.Y 21011 - T� Ii. 101 I•J V 1 2-111 011 L( I I.i• 1 Ii.Ir.IS I! L f L _ cuevE n eLE 01 a p R r W OVA r sr. I.9111 r. s•s/ r10.M I all nVI•aI ! `�5 W. GRADY WAY • _ { CllllITNKT.WR•M (It4 (�! Tin jpp/ 1 \ r VJ �pl. AL t1 pI r h ♦D FND 8R11IDG JI N 1DGE e b -flllL MVpTat •.11.11 405 ptl Ilr� l� �Y r OK. MV AI --ta tlsa��;�•- wvJ/µ•• •rtL ailiV� 7 1 s n a a a A at" �7 t1 n N 2 I /N� I � I ' 4 3 r. r —�-- _. _ __ _ flu. . — _' •I _ R�_�'-Miui � Lr.u^..+ea otax I t I I i sro I I I -- ----- __—PROFILE.SCALE. Y•40'-HOE. _ I' S' VERT �I • � t I 1 Druoiun 1 - !lrar M Lt. JI DIKM i i \ $ W, GRAOY WAY \ ! Yw t — W _ 2 Y o S II ] •TP! ��' SS�07/S SW.ORADV 'NAV 0'85.00 LOMGX t$ DRIVE I - 405 n] . - DEN[RAL NOT[5 OwYtrwcT co+t oRr 11rR Lot•TI/Y n(YSROtR OLARt.MLAW PW WRY LLWNA M,MK KYOVCC OR R[LOCAKO n OtIIM] Oj AMCTIM to TO YAN OAIO COMIT NK. LOCATIM M K 0"'WINIKD n NKT/OIOIa VIOL W D STINC TIOM tl m 0 t0 RYl LWIYAaL ICl II 1 .W SMT ]A 1Ny y I.N E R 7 0 !I = _ « ! g x a R i/ « t A « ----- - - ----- -------t-- -----1----� -- xi T !r ROLOrav ]LCTIDM f0Ov 4 , lft w txc"v(aY.g0.YMp I=dt 9, ,Y -muvul lO110r."m)MAIL. 7TOp CK y�. tYUMWKRT c~T10O 4400ty t O � - I g' - _ _• J al"-l"Ate O.1Rt ]1L1L tj/q Y1 I.. ]SO 11_a-HR lO]S1L N. ]w Lr.y'•�Icr ate%• . CITY OF RENTON Y/3 a i 7 i �, _ _- ..... _ y �� y�� DIII.YTYAMT O� •VYIIG WOIIR• '• �.. tea°':` SW GRADY WAY BRIDGE REPLACEMENT j EAST APPROACH-STORM DRAINAGE PLAN PROFILE.'_SCALE: I'm 4O'__tlOB.__ I*- VVERT G01 �.v[• -Ai fM0'AM �--�. / w•0000 ENo CONSTRUCTION pnfpi�a " ` eR 40 i0 0 T W 1 I I u I F r 1•. S' VERT, 1 � u IInKq mi aT a cw[E• L 1J 20 0 .0 w 130 43 _ 44 _ _ 40 _ f ss c a s--- � - --- 8 8 gI�.XRW 28 . i - -• — Ing - 4 OO.OMW EYCAW;OKI CL N11LK D!'C.+ --+ / fAAVEL *OR". N•Cl.NYlL IIOCr .—..� ._.-___._�—.._—_. l._____�.—_�L_._. i_ � i------._—_ �• �� 7 al --_-----I I EMECNx WENT (y+ Tq 120 CY •+- � �+' \� B � � f,ONGACtaES DRIVE_ MS EIV 900 -�--- r---~ J a . —4j YivE1 nH/Y � 6r . .• wnoYnf.e � � • . CITY OF RENTON tt�� ovaw+r rN+ or /uMuc wowwr SW GRADY WAY BRIDGE REPLACEMENT ' CCILL: i W�""IrT EAST APPROACH-STORM DRAINAGE PLAN I'. 5' VER1. ... _ _ G Q A9 .MCP � f t �If.w'..w n • p.w A i \ t r 1 • • ; A f �•'" //`i 4q• n T er ` \ f \ \ er Y f Iy R wu 1 f , / iami ,] n.w • + 1 " • ,. o.w "rilla to A ,f WEST APPROACH �IL +' � aeae eestl .sae ee.e a Iw Iva OeO •O Oe00 DOOtl OO tf � �,N . ' l0 D—ems ETA 1649E TO ETA. 30e=E o00 ooDD ee aee .eee LEFT TURN CHANNELIZATION,e (!!' _ f OC.CCa 1MiENUNBIN b(. A H TYPICAL LANE LINE DETAILScl . OCTAIL I SW GRADY �4 •!• 1, 0 WAY C Ni] f• !1 { •! ]o.xn • I • � N ] T]• i f 1 \ — — — ,�,—y�•.. __�..��.1.-...____,.� __-' :, '. — — —MAY... 34.10 :.N EAST APPROACH u.w �•w ]!.N ]� URS c IY.O.XO .Y.{ NIw..LM.IOYLT. N- O YASN MYnU N ,] f•.OYJ(aJg) 83N106 11 ROAD -/ <` R o•w NS�E. 10 J R •I oMioo 5. " 31 P / 'L9 i f 1 14 Jto / i`�/ Ix ♦ / !T f.M 3! ' 10 ]I At I \ / / •3 1 1 T 1 H •y R / / . `�\ Iww rb /� / / �� / •3 / R 31 14 13 3 CONSTRUCTION NOTES r M.-S 31 fi^ OI IL[!TI[ TRAFFIC SUTTOY 10- (KLLDYI xe R az 29 S x .Lgbt T[•IgC WiTDN b- IYMITt/ WEST APPROACH Oa PLASTIC ,RYP.: LETTERS(ONLYI OPLA.'X: LEM TUM ARAM • / a,R O6 PLASTIC SORT TURN MIROM RLAM SKI fM H' .e.p l • �ID1 100 1�1 is'R— • .� O ALARM ogasr•La li w[[. s MG >sl - T -_-SECTION A-. •. 1R � O i wot S0.O DWfLt KLLDM PANT .TRMI CO C. _ \ - CONSTRUCTION NOTES O .'Yq[ foLro Do111Lt KLLOM wNr ttr»E zo'o.c Y \ 7 C WMC WRO...I )SEE STD PLAN"I) •: O REMOVE EXIST ,T,E A a-m.Cu.e a IMMT. IO •"I'M r{LI M S.M STAIR[ OOP I OOOe n ®RECONSTRUCT TRAFFIC ISLAND Is MON.. 11 f' YC( SOLID YMK MNT STAIRS • 1 l 2. . OONC WRIT CL IL:UIC VEMIX, }yP( A [LOC. AYFIC CUM ®EXIST PVYL TO RFIAIN. t T N 1. "ASc Nou TAXICUM F. C0Z` TRAFFIC ISLAND DETAIL (3 3[[ TOKAL LANE LINE DETAIL. ` 1 3O y,.SC M.T'r'. 1. TTPE I LANE MAR.EN %p O "SE :. LANE MM.ER _ . IT "AS xF LANE OAMV 1.56 1440 WAY � 1 O n[wnE GUM roar,TIRE c-] 8 55.65 1, � SIGN LEGEND A ISM p T f0` F(��II�� 1[NpTM6 LOCATIOMI �YLOCAK EXISTING SIGN in. LOCATION) /I m REMOVE! EXISTING SIM ASUMISLY / O MEM SIM .93MOL, tt wr.w�r�r• �\ t.[ vFY OII fvl3Tlnc vOx AE vM POST OR .� _Z%A&RE POLE ISEE 3CMEDu`EI If 4 [MISTING SON ME.Y.LY • e e n ».]D 34115 3u10 pf f SFOREE PERMANENT SOA E ]CMlp1LE. ST APPROACH 8 SEE SMEET4 F E2 I E] (9 (91 CITY OF RENTOfV INtTOPPU[LICS.W.GRADY WAY BRIDGE REPLACEMENT CNANNELIZATION 8 SIGNING URS CO Org MPANY MPR Consul Enginaerg and RrlalygtS w 6! Saeme,wagrn ton ...I.. w ..PIN 1 _ ® T. 23 � � lR�J!iMNL dknY AKfsY iU1D }} ��O�xrW S+L/clr►, 12,A17 IEtC•t./611 (W) �Y GATE VALVe MJ%PL) Ni ; QONCRlT! BtDC1+,IW 7 i2'-I.PLUG 6-C.L ll%*YCRT WND(MJ) 3/11 / PTRAFFIC BARRIERECAST R NORTH• LONCRETE RINK--� J SIACKLZ TO ROCKING [%�T __- / $ee SWEET M OVERNIAD POW;R LING b b �w 30Lf 6'BS.CL 4 UW\ - _GRAOY WAV BRIIX# ROWER VOLE S Ea ry'w" PLD (EKE)TING) _ HAND L T BNONE 6sw-synow .R� --- �� 06 5EE SHY.AS VS A, riNF fgITM .�F— WALL-See SKT SB /CHAIN-l1Nlf }J t S"r'� � , �. - 1 /• REIM.EARTH 4--� ----.-- WALL SCE a.A�3b SHY SB �.� •� INS \ AlCASC�JIGIKTE! AIFC eJLRNI� WARP WATERMAlE1• • \ M-7S lF7Dd.CLB2 RJ) � LA � Y .•. SSA-- 1..1 �� Tw��TiTw-� —:aT��0*��-- — VRCC45t CdCRCTL IYO'CI BEND(M,0 TIUI��yRRIlR - --- L R NOT INCLUDED IN BMW" SABRED WIRE PENCE(EXISTING) eXI5TING RETAW4 NG WALL N I I 70LF IM sNT.E L QUANTITIES _7l--- ---^---_-,-_ CALF$'MN SR:EL� / — � .12'D I.WATER MAW WOOo``11EY}' SEE XTN ,PLAN SET_RF1 mml wU14�ao� I RA IL A . 120'-O' i�R A/PRGACN SLAB I31 RIGHT OP-WAY PLAN - WEST EN '0 so SCALE IN FFaT 1'O<SO' SACK q BALK OF RAVEMeN7 SEATS ]RYA S A; 'wY1 Ij I pp F < 3 p 2 PRECAST I^ PRECAST t �L . N ppE 90 - - n� qy( 61 J TRAFFIC b RRIER W :DNC G•RDERS- L d d dIU See 5H' s4 4 u See S eet3 D °i ORIOMAL GRWAP LINIE 1 21 Y2 ffArtvtm HRTN WAL. ON NORTH BIB!OP PIeR t•WIL -5-0'TOP-FRONT ..JREUYI EARTH CD.' DRAWMGs.. - OT tI �. exp Exp. -- ---- ------- -------- -- _------------ -f:. fo' '1nY TSIrrT' ��II �Tnf EL 3t4 I (EL)9$ IIII EL.1TCt0,-/ O11 / IIII EL.1B� inl See SxmrT 10 I )S¢SHCCT t2 IIII SE!SHUT K I pI I I I I I l^ Bee SWEET N i i!,I 5 t n n IIII EL. tt'>4--� I1111 �tOG.WN CAPACITY PILES •7l6�ERC[QD . IIII see SWEETw _�_ . __.•7G-___� _. -._-__ 9Bx MA%.DCNSITv-_ LL'GEIN Test MT - _II._--JUNCT)oN Bbx,SRIDae)-_--'--- LIGHT POLe t LUM NAIR ELEVATION-WEST END '-G- NATURAL OAS(WNW J-T,- 71l_PNONE.(.T1S1rI _ p. NGYD 19" ® BI -"EROLe PNASeM.STUDY BULB IN MEET URS *m3-EBREROLE`PNASE Y STUDY *Pt-"CH CONE PROLE-PHASe 7 MOY _- n TON. R5E. Wk ® .'�.:�a,�A:T" "XI?C.L tCC MJ X fL) • � �>• � BURL. N DR 21111011IT C-1 I CPATE VALVE(MJ naL, h UNION P%CIPIC TEL.UNCS RwA►..;NBT'SN •WFI+MN ''WL%UG/MSS TEL-LMEB WM+W1 �C KNO "'JHKRCTC B�GCKINff—� —RMTON-TUKWILA oOJN1V. YIwo T.IB•N. . CITY LIMITS r CVERNEAD POW LINES I in b pb RIGHT-OF.WAY FIN" .. I.n Fyy •�•-� 7 R7LE V-73 '� -J�c_ — —95 _ r,NB6� 07'E) RKC •.iAIV vutE�MMn- � •`.,C\ `,1..., 1, EZIST ,,,,,,...,.. � GU' VENT MG GRADE __ _ ='tl'C[ BEND(MJ)- —PRECAST C*1lcpt TC _ONCRETE 5LCCKIN6 TRAreC BARRIER /�— H%IsTINI�' r I ri>LaE 5OUTN.SEE SHT.M 2.405 DR1DCiEI.TAINING WALL I TO SCATTLC• 4 2COIICttETI�BLOCKII,Ka _ ALr fj ARC NO I KOMA �SL"FAC*4 349'MW.cowit -- —' SEE aETNLT/ Ex15nNG vs REMwE uNauTABLE TRnnc:L�pR�pE ,r az EXPJT.WWO J I.40-3 BRIDG 19O L.F.R w K N DCEP SP6KPLLLNYK WATER MAIN ---- J TRESTLt �j- TNIL B ROSS T C`E 176 QUARRY SPALLS I �A7TE. LOCATON OF WIRNCAD WATER MAIN CROSS-SCCTION BY e v RIRED TYPICAL-NO BUALE ------1 � -- - I 1 UN'ON PBCIFIC 1p I NO _5 RAILROAD TRACKS " 1. CRUSNED 51-011MACING 70PC4UREE TO COVER ENTME 0-0* 9C1Q LENGTH OF NCW WATER MAIN. 2 FOR SHLET3 FIEND, THIS SNCCTfSNCET B, SEE 5HEC7 3 L[GEND. $� 3.GRACE AREA UNDER BRIDGE 507HAT RUNOFF PROM JE BRIDGE DRAINS, DRAWS AVVY PROM PRIVAT! uP0 'PROPERTY AND INTO NATURAL PRAINAGE PATH. PLAN - W ENDEST FI 4.SEE SHEET 0 FOR AMTO AL NOTES. 0 ,x o -- - -" - - - - - _ _ .. tl r OP PAVEMENT SEATS SCALE IN Pf1T �1 5 M11. r yy PRECAST CONCR�TEGIROERNTINLIOV FOR S' 4 $ L5l 4 4N3CfS1 iN- :- ♦ vl lye '• I: .. LOADING: H5 2O OR 2-24K AXLES S 4'-Or O.C. -PRECAST $ -51!R•!314 g- Cy� 2 CONCRETE P4lCyT rc u W s o TRAFFIC BARRCR .i :ONO.G•RDER7- 41 J IU Al W _.._ .._. .. .. _. . __. ::..._ _. .90 see 5HT.M G U / 2Ct stem G w > ] G w - FI%. PryJ N TRACKS rtK Nx _— 50 ----" --_-- �fTRFZR�— —.--- ..— T,T17 ^ M / Trrf iTTr Tj� doEL. ISQ2-.�/ II CL.16� IIII11SCE SHEET IB 11ii SEC SHEET 10 1111 —` 11 —Rtl TIP CLEYATION- EL� � CL 20M See SPEC.PRDVUKhJB SGG�5"IECT M i i it `100 TON CAPACITY PII.I I i,I l l SC 7N[CT IB u I } .30 CITY OF RENTON REPAPTMRNT O• PYRLIC M,PRII• ELEVATION-WEST END S.W. GRADY WAY BRIDGE REPLACEMENT �P� LAYOUT-WEST EM C D M URS COMPANY � CCnswfirq Engineers ano Ans"tis SBitlle Wa.Knlrlglon _ S S4iULATID NeTAI AANDIIIL.l CE SNT.A6--I R !�[M 'C•p. [R RNNf�'1' — ',�__`u"� .�-•+n .� .c.w xA: '.Ui p„ TRApAIC�RI[S� 'S 596 SN[[T M to gyro nf{,IR qT•✓) l 2.,z'..e•O[Iiws G171 �1 Owww +y ra maw • ......x.....i .........iR•r�rrr�rrxr.rxxx.��.�r......�..��... rl�{ 6(�Iy► I ` 4RaY NI1ar�/n.4p•r ♦ xr �rwr•rMYMMW...wx. x x •x...•f . wrMr•IWIYI .'��'E _. -. waylWrr rxlxr aRDG[wYsc�rlfn!e N ' n•%s•c.tTeE�,v%ru — b to 6•WTre VALV PL%MJ) ;7 irc� ..' i W(y.TE VALVES VA►ULLT(MURNJ) ({N +C TZ SOLO{Yi.!(aT• ) `\ l /� CO2NCIdETL e+.bLK".I�) r 1 C4KN BA`..- � GIAIm,wILx+ORSeE + � _ _ ----_"—_—y.- _•-r •. —__ nos r. . r I .I�/ / rx...n rNlNar - - rrrT•AilRlla,ran•rw�rrWr. 2' ci Ba,Dhu M.V oaYa3T CGK.T1'�elk�=~ �Jr•r/ �9EE Et 13 i 2Y^. .�6'LC Perv�'.":•T�••7-- --•p-�� DLxwNo BARRIER.SEE SIITM— L--Lf _ — li�.F•�y .� 6{IN AOKI @ 5/, E%ISTING ///�/r' !I `I I I•405 BRIDGE ;' w IW SE! I1 - —__--.- t� TLLCRgNI ONES TO SEATTLE/TALONA \ -1--.---i long Now t ; ,e'•II+YfBEND( %NJI \ C%+STING f-w:www+w ' < . 'Tim / r p'WTI VALVE KL W) -4050R40L`� �+ I law L------'-'----- L '~---- i6 NAIL 1 ,•4D4VTGR l� % O — 2 cor+c BLo�wNo \ " -'��' _ -- _— — is(—ITT'R� --- �--- h1�1,l , F ---+ T -.0 SING IOAq'- Jj � l l yly •wywwMM.. � i N•!r �/ ylytlU'I� [� R��1'b •b �r—---.��♦� � 9S P[DeSTIpAN ��_FFF R !•Ct ars�♦mf'•nO.e) xR7+ M, 1� { 1 1 — my^xf.n .2Yy &KRTuveR• L, yf I[Ia �OSdNG OF !' �N•iM0 MSJ {FNMGi: !%K•" :AI. XTRACKS 1 MlRLIlgTON NORTMCRN If 41 I �y� IiRICna 50N0 RpLROAD TRAf.M Ir WATER NNN-Y _7v :. - ... I (E%ISTING) � it xC _r. NM„Nr ca w W.RRfR�IT JJ I j10 Sl7-IY t20'-O• ;5 C!W i-TIC" SLAB PLAN- EAST END wTe EK,!TING "TER LINE SNOW ^ASME;, NEW W47 xf1 'INC 5MOWN AS SOLD. W N J .0 80 53 Vc - — °1 N S I xI �i z _ m m 3 g = QU' Ins •�� Z tr p� PW�U K� W� W � 'i+ w•r W !! G 88 40 - a %J- A W R W a v F W�rvNGAGRCS F� 1 _ yy 40 MIN_. ------- \---- �.�--- —SW K:r1STE YOII i--�� I ' / r.i..• EXPO —,o Tirt 4n+ ,III \ III; nul nl nll I ,III \ II11 ,IIII III n++ I IT'i011u IIn 3NT M 5EE SNT. .6 Sef SNT EL S{m Set 5"T.•2 SEe •>2 'K[`. YE SNT. % —100 iO,J CAPACITY FILES,TY! Np7E_ ALL-L'L.GYARE SNOWN ON ----"' ROADWAY ARE PROFILE GRADE ON THE LR LINE -E-LEVA�TION-EEA5T END 148 rmJo qas Comm" ng I T.23 N. R.5E. W.M. rX .RLlMUIr ` i z•+os-itcss) •• •• -—aONw EARTH WALL- ' ~ �W-� ___tp__! -TtRADY WAY .R Z--,;I -_ I00IIrIt worse 45...�•o«.«nP. ..« ••••Nr L � ----- l TrwsLOAD FUILLNAflp.Air, [OW ATLOIIDNC[,IT,u, R:F_&nwefNrR 5L'E SHEET a] �\ REWI WITH WAp•L 1'OII LONG RACTM OpWI.im AAM.O ilOFMJTOIN ARID ny:ATPlT 1 SSE 31ET. � WTiWtlt.fORC11Trry0i/qa el00o<..IpyYOpPF➢eY TNlwWlq[ap r1T1 \ RATe toAatlrT W TrIA0011TAT1Ol eRIDOf DEtIa,rAlpAu; SEE II _ l __--�_--•--_ /� 1 \ 1�T16-S MI�r"o , ERNM, i' TIf MYCLmA.lwe MOiWOe MALL,lttAAT Wi TMe mp51TW _ 11Y 1y(QQ TM M/wOKN eW LWL!C1A!'A'!i ALl OTYf11 CyT11MJd r'a;;/V0 Asu'"y (/k� CQwiRewYlE6M'u-pYlll aawaTED OTMp1l1l. TA�K�rddit EAm :N L TDU`ARD NIE w.ALl wor l.OQIip UNiII MOURIC MwwMl A/1� l a :9'`.Ii/gYMN rDIpNND THE RIIeNYf0111Te DYRpyAaY ArD.e N011p rlrssAVTeR �__�_.__.__j =i.__�� _i A rwWaa rl�Lalea aE"awatwe wew urA �•, Y- "If M16wwe:TLAf rauawD 1EOtFJR2 wpAu!Y OIDRel4 The rLr 1 IT T"'I'�'� "" _.�H.�� _.-.�-^^�� .w.oEW.nas rwr,T,w loueprA eNAu!wlwmD rD Tw vLolwfn I ` ( --_�_ Raa aeNln Raba TO Ranawla a-•_•__ qoE RAIiEMO11R 91A11!rJULMLV aeleAem Tb.ReVon Rf.Y.'T M t!a! ej, \, �-„- -_--^_ ^ _•- r�113ER fD0 i11OGE EXISTING FIRE • 6 lfREieiS Iw 1I.E erm%mT ,C MewspAL wlwlaua ' ! 'M•MIND imn 1 wM•:Ny4i .'qp COLUMN- SUR►ACEON LOWER LpNryN,iL M• NRIA A THE.G WNg1eTf TRAg1[fRRatfR XM,,AIDT l IN]TY'.n U,TR TK IienML E/ND RAIalwO,R WaTAy INAelY aeLFAlD. lYNfrT. .pDC."YD ulrN c M.NNM,'M n..Ll �:•G. . ' IA. .•C JLT." WKRC .a_• DEL.SYWE�E 1. iMe.C.L9NpIlTe T1WwC Y111UlR Ow TMI LR LAVb MDTID .D •t. D/W STANDITFC INTO In RAAL L01pr10N UNTIL lIR R4alNp,R A LTAOr R N.Lf fez W/f•24Y YOSE ILLAnD. O' V 92'-3' :'3'-CIADFROA[H SLAB SR,DGE _ COw+ECT10NS a .uL roLD mna suLLl TYoaDwlar neww lirwe rLiwpeD awwr 9EE ALL VICAT U, TO SLATS.i'f AD S I Oa WgeT! DOlDO1NTi eMALt!eNSORLAt}iD alXRrE AN- EAST END aCK- nA onvEE ALLwTAtciutor,wueroXYRfew Nf1TE ,A5"E:G NOTE WA-f SNOWNb �� a+eRlDCe wuL ewLLl NwLfO rOnwwwLT ASnE�. N. WA"ER �,NE 11 1 21.� ,OSE lROIU ROIIWwO plewwllrafn. Y) iD AD SHOWN 45 SOL,V CONNECTYJMS 9. W.iER I',AJ.QR PLR Iq.p fQlNpgTlgl'^.BL 9CI�f?rF➢IpLE S.CC.w.Ol.1 Y.AAR '+RR 1 vTSVALVES 9A,LFyJ'i ACKS f—� TAACK ex-a :+•c mk_"SING aR Soumo._-SEAL w_-Tn G MIN wA.LL p O .+ • r CKVCSS YO.aM• _ PETGIL -\«1 VTS p- >y 4 �! -AMINF EARTH WALL ON NORTH SIDE I IN FRONT OF PIER 12-SEE'REINw.EARTH CD' DWGS.FOR EXTENT n R }Y� INRN i,ACRE7 W L � m �Ir 1 90 IvE a u rd �I� S r-ORIGINALGROL'NO LINE SO ^ ITrr to I111 / 1 \` SE 1729.,2 r s[C SH.12 E-. ]]01 -L '•.`'`•1�:...r• CAPACITY ELM,I—W SEE SAT.10 CITY OF RENTON O[II PTYt NT OI •U.LIC WORRe S.W. GRADY WAY BRIDGE a-� REPLACEMENT _ LAYOUT-E"r ENO UAS COMPANY _ _--rt Consudirg Eigmenrs arxf Analysts �- I°M••"•^--�-4' �""'-"-Y- '°"- - Seattle WeshingtM ,. R[.YMN �, 9 i('L CURVE i.sl[ SEj�G^�'•'��,' �„ \aw,cv i R2t a,. c " t �t>vk f Mq _ 9 s Mi G R a;;r war �w $'.: E 1 1 as �. .'�•. •�Y I ti� ti... \,\\\ J}\\\\\\\\\\\\\\,\,\\\\\ Y\\\\\,\FG+'-".`a\�\\��'.�\\\��. -. v. lr"'^ eeti"��t !'f'�Ct�G•.::•..:........... +J t� 24!4ZLL' + � 1 END BRIDGE Q 405 u=' n I" m o ,ri �• �-�.�; •.A';'gyp• • ' (� r a ^ Cat MI vo , �- ` . �N1RIr4 D[lf at! fK[[ !� \ II` •5. v q frfr f�I'=r(N N y:aAaY fF3A1 VALVE (FL) Fl i2E' ---� \``' <i� � - Tirs IKM 16WI`A 144% IIAAtN WO 1 .. i-�VDFA� r. LT ..� YAwE (.FL'i MJ) 100 L-F. I� W GRADY WAY _ 7 •...•.tom• • •..... S. .. .. .....«•»•..3..: . .:p•.;.y••.••,. •• �•1 � 33+07.43 SW.GRMY WET. - Iiufw'l.�F..1tiM •a&oo IDWWRES DRIVE 1 .405 GENERAL NOTES �� cUY15TF[i COw[ CYIq srrr. [OG111pw lr[wGw[G O [nH[P4[o•PDt!•fiw lYrfMMN.W K11[•WLO DA K50Cfrt0 hO5KK �� J1111C11DI1 W IO wfn[r.�n<.I 1NIKp01fTr1�i0w K OR!•MKO F IKl,rO b f0 0 p M �XI q! :.W wufLL 1pROu[[.fi[SM[i 3• _ P s 2 " - ♦ >: S " w_ 34 • R R ^ " — 'i'-- ... r _ ROTS f st2T1 t .. � aroo [ zi ac LK 1 z N � O q ur.or 0, 4 nfr+f' ... ... II ... A CITY OF RENTON _—_ rfvar�rlN• o• Puoue woown — - - — - - •,.•a SW GRADY WAY BRIDGE REPLACEMENT EAST APPROACH-STORM D VJWE PLO - � tl � frrK•. w w ' ,S T, I r\- �6 I -40 v I JN�o{M 1 kz .N � f 4 pP ' X t� . 5 o ;rT r CITY OF' RENTON ENGINEERING DEPARTMffKT 1N - ZIZA B-LINE UNDER FAI *4.05 + SW GRADY WA` 5t4 0*00 to 5to 6+00 -- DESION[D._ a. OLS N DATC FEt 26, 1913 ryL[ W' 212 AS But LT fern NOTE. 6. A ROW E DRT �'77 ORA R 0LS t 20 R.,p .dam jll .AK CM[CX[o tear'ret T, 90ld "will CO,tc a UV +e1tT, A ' "Te ldnuCO,' r "M V4.I TIr Tq CIA" rldt[NAt : • /nnt aF MWF 11 ,)j tL ■i . Mvn .o+r IaraM Yea M Letel s \ ., rt CINCldTI 11 NT tAA1. AA(U1L+ AImMI ld f^ celra[nt .. r ALnAs + 11 PLAN ELEVATION } ;c FIRE HYJRAN'f GUARD POSTS + awlaw Cl/a11YK[ cold, rrr( r,ld -.way LOCAL. To .wa 1-$11,Y sa , 5'U[a (YT 1A I np CO. IIT%[L t. MY Agne 14 FNiyw wo['twnANry• Cat COr.[T,TOx CITr of %tAn[t T,tt+ol. A+a 11 HaTACer,artMoat MN, rill agwT Tea +alaTa..111r 114[CATS Y PYAT, aldYAYtlld S 111.7 N. LJ.,1., lanaaAT1YY FOLLOW OR Appoom (CALL +t oca VALVE MAR CUT to Im awry ELEVAT l areAwT[mtl1AA ml Ir ldeollde i �t(wAL n ArLa P 2tt STAN14R 1 G Q 1 i I ' naff Y►e"TM ItCTlea awift m .�L, 4 J + i a TO FIT rt[ tccTra Ltllen a FIT 1 ` o u yr r !'. o C :acldn rocA:ac cau[n noca � •"1 CAfT rlrl n[. nA FT—r t" rLAy Slet aLllltt V. YR mu. Flaw[ a 119NtAN Awt, L EVIL re. t-et i�.i.�+t*CTI' \ IAALL To awLLEA Co. A-21011 11 to " at t' CYT . .IAt. ttYl L M itM'. I _ 7 Curt n,1..pw v W1 ToO. "in. VMS Y, ttRtT m. 6 am C4vp rYy,AG ,•' we To tit. lYe Ao"t/eLL?It seta, LLee1Al 4540 to To FIT _Jry FIRE HYDRANT ASSEMBLY ly1 rNT.:Ta •last FILL OF TOO Pus no TANrPyv� l ' : Tom r;TwTE[ FIRE HYDRANT LOCATION IN 't It CUT 0..1 FILL Om do taco a trtatuo t "WOO aw. STATE FEo.SIC PTKVNwpr DI ar 10 w►sh sawnos i 12t* mot......,�. .. +,. VALYE OPERATING NUT _I tXTENSION OETAe�, + ` = rWruL - n�a F� � .ter In mA\ wan+t m KTA0. • Ira` au. VV wa. T,,Ieress. h I, ELI At1ToN l� a(iAL frOCa LEWIS As lcpnl(w 1/i•W1O. TO1can•� ._� L4Y{�T.12!+1n (nEvstpl aDTI i _ va• SET tear. IS) HS all t[^u10E^ i -e "lE vµ IIIT VM -W 3 w[ r o y4s "Il tAmf �P Sa .! :"WI O[DG&W. EXI'm 1 ME OF :1 OCT K, fNlt ONE EXTENSION it K •/6• `f✓tIDE Tt[\IIA(t(. 11$[. 1l• V\L Y(. i •/6" y(6TM. OF I All Et-EVSi Orl WE TO O l["EL OF st[n s::(e is k UAS tap Alto.6 211 GENERAL NOTES AS Pars Of By " upsT;c AWN .22z11 THAT Di wK00NOVEDYLOWLE•Yniv[ tA;•T :D. SHOULD BE ON ALL { WATER PLAN SETS u T - s(r(Ml TOtlf 1 it , of 1" (-tll f r .n It, cmm't "ill" MARKER POST iwAl suau e, ae Setc,"I' OISHIAy 0•otr°rnt^AnN tN 4tert "mw of tW ELEVATIONS ,;.;.: - n nr,•bW ,Iev. AWN tno o,•W er tea It leln AN w coatnete• , -Naoe.,�el•�t, to twlf, t" trw A., wr.ttt '"all" le as to 7t11M1p nr U3[ufMltU. t, bow y e OI" to " c"wt I+Me ar,t,4 to ANSI T ,a" and "a, //�� SaK', Ad' `.1-IW6 .1 4t.st •tr•n", t"I"ll, CIAO W C~% will H SOLVE Co.. � I,mnp WD »ti coHmq tN 1' c"Vow mast •-IId.l1 Se tetlt ,llw. to KOTIw WITH ,Ima :DI^tt to ANorta-on of "Im". , Ie+nl. N" Se beCL.map ,s C C. Kn,w. u•leN I 6, All f•tt"p, to 1 ow fatIm clrnt s:n". C4,1 ZSO, wlmaS aM«," 6. l t,ma en arr,np cmaferin{ 'o 'll oSams " A•t D.10.11pi t N 1•t"t raV`tI". ❑t fttidq .I'll t6.c .,I. ANSI Ie lel er Iltgll NKan6 Il VIA"" :elms 'Nil y 6r11IW •n aRe•eonce.na ANSI 11{.1 am lull NO .I S t2S D t"t.ryrao". Ales. Vtu,.`lt l6K,f4M " wma,M. All low uln 10 Inc"l 4n6 W111r to W,aWn a aln,Y CO." OI S{ �ncu, "1" . all Mot" "I. II +Nnma .ea 11r"r ,NII all at WITH t I•f t wuIKI Of .A"^1,n 1`"+IgaN uNma •blq Era/a. WMq ull i'a) cwfhcll ec[uf, 61ttLO WI Mtw rmt art t0 beIrano to 0Wr NONN M At" I 1 6 A11 Nlw WIn, ,MII M ~., t...0 aM 1111Mwtr • 1cUrWNt.,M 23O1-16 •N t"c",4w It of tN C-tl of N^tM aM cV Waa.MtW St1b Hlo)ca DNWrTOrMI all Onl,." test," ,NII W 6onl 1^ the "M 4 of t mall"• 21 ON IWCTI II t"OtlYN of IN City •f meat". rT t,wb J"ln "1I •OES. Lill). r 1 a orKwteruct,a cw+wM•e MIe l".fWr NMr t,et r+il No 1W1,N I'll, to IUrtI^p ail cw.tractlw 1. It cull SN tM cwtrlttor'l rmamantip,lltl to ,KYfW oil aK"Nr, ol.b,p w,or to aYRiol CwitM,t, a y�y�ry11Mk�1.ttyykLsj[y��.'W1n6 NTE 9, Ia1011wlnn N co val it",. Mlw ,t•.ICW. 14W w Saw, b N %qt"AJWWN III&I SWIL IL A 'Wa fWX(TS Kc'Jalll"t pl tM :I IY Or tW4n s ! 0"11 ON hal"I(D EOrL, IALVE 10, All cwntcU" to W w.%r,.% to AN Kcr►1 ba"y to Ut, of lrt wkl K NI•T[D WITH TWp can a All 6wmarry ttuVat+" ill Not""is to " Somali" y tN cwtlww mar MI..I• LIIT(MTIOu\ TLLL(IM a5 Y 10b6119 lrter to C,t, aellnun" Lim IT T14 M[MOVATIV( SAINT CO. ON 1plll. ?MEPM' SHAEL MESET AT it. la t1" .111 No KtorllarM y A rppro"IltatiW of tW City M %Pt". �n Ti Ta �AON•Y a low Tr[ VALVE It lull Ill IN ["tractor', ,,omn,Dl l"if to "aw, lY"I"ty em owt StaL 1( SITolln Ir A SAE( A•t SEAsor• t{ awn In "Vwce AT 64c01111np oil "rIU"LOCATION. CIS-AKE -0 Na IWU K KATLY SnKILED ON THE 12. t"tAWttw SOATI,00 0", Ar t~.,y 61A ff as l lima tw mt," 11I"ft !al w�E•s MIT.HINT MI.IOz a"lwlty KcyuKN 0,40" to fI" M 7aGFIN SET Ntst"ArvE Nur �6�Olti tm DIYpIRDeal or YS AN16 WOShUAQW State S.W.GRADY WAY � BRIDGEREPLAMMEWT F, t T8T ofTa �� WAER TNDAD WtA ItS ac �trrr■ e C ENTRANCO ENGINEERS, INC. AKELETTER Or v SIKS LAKE WIASHINGTONSOUL, •, vE KIRKLAND WATgSPSI O TRANSMITTAL ❑ MEMORANDUM C 516 SEATTLE-FIRST NATIONAL BANK BUILDING I1BSI 25p 2 IM HEWITT AVENUE,EVERETT WA REPB, To: �1.0 Date: Project No: e np( Z- Title: Attention: o'r, l N r.E?' _ Re: ik= y _ VIA O ATTACHED 0 ORIGINALS C UNDER SEPARATE COVER a PRINTS C OTHER FOR YOUR o INFORMATIONIUSE n AS REQUESTED o OTHER__ OUR n REVIEWED C NOT APPROVED ACTION n APPROVED a SEE REMARKS C OTHER REQUESTED o APPROVAL D MAKE CORRECTIONS NOTED ACTION C REVIEWS COMMENT C REVISE A RESUBMIT D OTHER NO OF DRAWING COPIES NUMBER _DESCRIPTION _ Remarks:- caE � D o --e , _. By -= V)IyIRISUTION WK14IR AgprNuw Ccnery In RRote9 F@ Pink,o l`nv F.;. A-04.G 11 I � Io C I SJ�tp c�EE\E _ 2.07 �o`cl z.ca Ex Zzy�•gsti,D. NJ .Mi % fl � jl F'RE Mr�4gNt f / I 1 I I 'X,o / ` i ■ rr■■r�r■■■r ■N rN�� ,.■■■■■t�■rAN/V■■■■��■rrr ■■■■■I�Na■r •, ■■�r■� �■■■/s ��I��PC //r rrfilH �■rr��A.a.��•.a .rrr ■rrrrl�/rr "' '- � �- rrN■r■■rr u■■ "" ".""� %r/ N► ■rrN� on r7�Ul�'[� rNrN�j■r■r<rr■ ill■rWlNrrr■■rrrrrrrr■■■■■ �� = -►err■■rr►\rrr■■■rr■rr rrr�rr�rr ■■■r■■r rrr■ ■►rrr�C�■■i�■rrrvrirr■■ ■■r■ hi►ri r N■■■rrrr■■ ON ■ ■rrrrr ■ ■■N■ sr ■r r■■r■■■■■■■ ■ ■rrrrrr r ■r■rrsr■■■■r CURB CURVE TABLE _ P C STA. A R L P.T. STA I 1 34+45.56 35 LT 101-57 50 40 71.18' I +72.45 19 L . 2 1 + 72.41 16 RT. 83030 29" 70 1 102.OP 35.94.09 35.32 LT. 3 35+93.09 25 RT" I°23 25 75 1.82 35+94 91 24.98 lT. 4 37+70.00 39.27 LT. 63°00 00 20 2 t.99 37+ 89.00 18 LT- 5 30+23.08 25' LT. 2°5fi 08" 75 3.84 30+26.92 25.10 LT. �3 2+ 18.08 34.90 LT. 2°56 08 1 75 3.84' 32+21 . 92 35 LT 2 CURVE TABLE ti Ij — } Fc— P. I. STA. R L T L � 1 3+99.98 108054 56' 190.99 363.Ofi 267.34 DITCH DETAIL NTS. REMOVE 30 12" PIPE 9 , INV 14.35 ( � J CONSTRUCT-DITCH PER DETAIL a' c'¢�,� X CB 7OP 20.06 --�--rr-- /ir L L; L`-` J N L - _j 27 L- �8 Jj /// 9 30 ! 31 a /5 y�f f rrz �r} NAl I. I f rrINV 16.4 � 6 N 0 .�� 307.73 f1 END BRIDGE I- FIRE HYDRANT ASSEMBLY II 1 - 8xP PLUG TEE MJxMJxFL z IIt lia Ile (L by ,JN X 1W OPEN PIPE INV 158 - --EX CB - _ ==al; EX CS INV 16.4 ' INV 15.5 CURB CURVE TABLE PC. STA. u R L PT 1 34.45.56 35 LT. 101°57 50 40 71.1$ 1 +72.45 2 1+ 72.41 16 RT. ji 83030 29 70 102.02 35+94.09 3 35+93.09 25 RT. 1°23 25 1 75 1.82 35+94.91 4 37+7 OO 39.27 LT. , 63°00 00 [ 20 21.99 37+ 89.00 5 30+23.08 26 LT. 2656'08' 1 75' 3,84 30+26.92 6 32+ 18.08 34.90' LT 2°5fi 08'--r 1 3.84 32+21 . 92 2 *ILII-- _ CURVE TABLE 4P O P. I. STA. Q R L T I(CH DETAIL 3+99.98 108°54 56 190.99' 363.06 267.345 NTS. REMOVE 30' 12" PIPE 9 INV 14.35 j CONSTRUCT-�QITCH PER DETAIL �,g /� / CB TOP 20.06 14,6 —cT— — --.. - - -- — rr 1 Lv � rr L" � n I1 e % 30 a 3! h 1 I / 11104U III I N• 3 L " J / L. _ J \\\\\\\\\\��'\\\\\\\�i GCB\\\\\\\\\\\\\\\\\\\\\\ \ �C� \ \• • • • 1t' INV 16.4 / Y 6 !! 30+ 07.73 END BRIDGE 11 I- FIRE HYDRANT ASSEMBLY / 1 - 8,x8"x6"TEE MJxMJxFL Ijl I - B PLUG tm Ix n n _ _ EX12 'So n X CB Ex CB INV 16.4 ' INV 15.5 m CID 3 \ o o 'n u� O It RVE TABLE a WIRING SCHEDULE SEE SHEET 2A R L P.T. STA. 40 71.18 1 +72.45 19 L . 70 102.02 1 35+94.09 35.32 LT. 75 1.82 35+94.91 24.98 LT. 20 21.99 1 37+ 89.00 18 T. 75 3.84 &32+21 ._92 26.92 25.10 LT. 75 3.84' 35 LT. B LE q_ OF DITCH 7' R L T FROM R/W 190.99 363.06 267.34 S. W. G R A D Y WAY r� 71 \ \ ` 5 7 w 3t 32 "' S 33 34 N 66°59'05 E ,n 5 In Ni N t2 •• • q• •• • •• • •• • •• • • • •• • •• • u• •• •• • •• •• • •• • •• ••y+ • •i •• • •• •• • • • • •• • • • •i i . • . IRE HYDRANT ASSEMBLY ;x 8'x 6"TEE MjxMix FL PLUG I - 405 00 CID Iln 0 m 04 0 Go Ln in N V r 0 RULE SEE SHEET 2A � \ P. I. STA. 3,99.98 L 'A f� OF DITCH T' I �EAl �� ^ FROM R/W \ �•p0 SGG W'A ✓,7 � ,: G R A D Y WAY 7 �/ P RAP 1 I"FACE 2 MW g n 12 PC 1 13 I 23°00'S5"W 5 I ; S 33 N 66°59' "E 34 35 36 12 ' 14 . n TP 3 3 TP4 35+07.43 S.W. GRADY WAY = 0 + 85.00 LONGACRES DRIVE 05 40 20 0 40 80 120 N O a m m n e N /1 i\ REGION NO. STATE FEDERAL AID PROJECT NO SHEET NO ,.�PI $TA. 3+99.98 10 WASH. BRM - 1288(2) 4-8 I 405 3 (635) 83w1c;� I JErtl \� 5�- �.00 Q 1 W LLI 6 \ _ \ 2 N 8 9 3 w w N 2 PC -- w - } 4 J — N 23°00 55 W T�A5 = �I II 2 � 36 37 Q O 14 _ 0 (�A O Tp'4 ( _LIMITEC ACCESS DY WAY = (TURNBACK) LINE ES DRIVE GENERAL NOTES OCONSTRUCT CONC. CURB RAMP, LOCATION BY ENGINEER. 0 EXIST. POLE OR POLE WITH LUMINAIRE,TO BE REMOV-D OR RELOCATED BY OTHERS. G JUNCTION BOX TO HAVE MAIN CIRCUIT F_ISE. LOCATION TO BE --�- DETERMINED BY PUGET POWER AT TIME OF CONSTRUCTION. 40 80 120 FOR LUMIAIAIRE SCHEDULE, SEE SHEET 2A Scale in Foot 04 In a+ { — 2N11DE GRA�SL 'JT/LITY f�CCF�>S j'THICK CQu;NM SiRFACII1JB-3 TEE L.F. ^e' D.I. CL52(Ti) Top SOUR5E E �i zd4&� �� N' 6' GATE VALVE (FLX MJ) / i2' C•I_ PLUG (NIA PRECAST CONCR CONCRETE BL:CKING TRAFFIC BARRIE 6�F„L2 ,1/9!. RT-B O",*t-j) 3/t2 / 5cE SHEET 44 �3LJCKiT�TG EXISTING -- / 5HAG LE-�-E� --� GRADY WAY BRIDGE TOWER POLE Z6L.F. 611 D.I. CL.52 (MJ) (51HADED_AREA) - - -- FIRE "YDRANTA55'Y. _1 nnnnnllpnmu�nnuuunminluuuuu�Illlnnu Ii� nnn1ll nunu�nm AT EDGE OF WALK — _ W/6" cs2z %z°FSN� (In7) FENCE1EX15TING HANDRAI 2OI G S FtACk1F��- i �- - ' f \ SEE . P5 VER;. ELocK ' 5HT � � REINF- EARTH -- WALL- SEF. / 5HT 5B / CHAIN-LINK M - FEvCE (EXISTING) 6 30_ ^ R LINES I- - = _ f , REINF. EARTH _ — :ti'ALL- SEE 40 CATCH �n u� nin{iounn nnimuuunnun�n�n� �unuunnuo�unennIlw 1uu�n1 -BA51N5 --� _----� 5HT 58 - _ _ PRECAST CONCRETE TRAFFIC BARRIER -7 I _ REiNF_EARTHW,4LL #1 -SEE SHT. 56 55 Ll BARBED WIRE FENC (EXISTING) � w *NOT INCLUDED IN BRIDGE _ — — + Q_ — QUANTITIES — — -- — — — — - PLAN SET REFERENCE SYMBOLS PLAN TITLE:. SCALE BEET SNOWING LOCATION CF SEC^CN CUT �II CESIGNATE SECTIONS I �LrJ'_V 9Z�38 1ZO�O' BY LETTER 13 , SECTION I*rtLEI L/ 7 ----� t------- 3i ETDIAMETER ALE eET ON WHICH , 3 OTICN S SHOWN A e , APPRCACH SLAB A ° S_= SHEETS 23 3= ' RIGHT- OF- WAY .Ir OR S/B'CIA. TYPICAL CALLCUT SYMBOL — — SNEET SNOWING LOCATION —� '-- CF ELEVATICN 0MGNATE ELEVATIONS , ELEVATION (TITLES BY LETTER 2 WIDE GRAiE� )rit.i" Accf=S SAD sfr ' 'T.iiCK QQ'T c' S �PFACINB- L.F �' D.I. CL.52 TJ) — TOP GCURSE 6 ,�% 59' N• o f PRECAST CONCRETE 3/12 TRAFFIC BARRIER t.0 5EE SHEcT 44 EXISTING POWER POLE= \ GRADY WAY BRIDGE (SHADED_AREA) _ - -_- - p -.-� IIIIIIII/II�Jllllp 111 It IIIIIIIIIIIIY IIIppI■lllll nn to all�l�l Ii I�-�_0n n1 4"AUi11111 mnmu FENCE(EX15TING_ ^ HANDRAI -`9� — 1\ 56 5EE 5HT. ~ N-UNK M1 Lu , -- L TNG) -- - -- -- ---- -- - _ R LINE ^ — 6 q� i J I t 5EE 5 40 * CATCH In nl nl uunn un/lnnnnluulllllllul nnnu spill I lnllllllllll Inuuunnnln � _.. BASINS ^1 ._ ---" —_--RIF-R, 45 _ PRECA5TCONCRETETRAFFIC 5ARRIER 01-- - TP-7 REINF. EARTH-PALL $F1_SE= SHT 55 55� --- - -1� _ - - _ t BARBED WIRE FENCE (EXISTING) 0 LLI RIDGE + - - - - -� — - - - - - - - - - - --Q cc EXI j - - - FERENCE SYMECLS PLAN TITLE SCALE 13 SECTION (TITLE) 120'-0" �- SCALE r25-0" 92'-3" APPROACH SLAB � dca ve'o°. E 5HEET5 23 4 RIGf T OF WAY TYPICAL GLLCUT SYMBOL — ELEVATION TITLf'_ 12 SC°L �� s ?F -cam �r,�lry AccF 5 AP)/Ip g0 UJI '( T. 23 N. eu; yen s ,n=Ac,"s, T } R5E E Pmd� � 5?' Al, 0FL� ) Q Q J — ✓ Q PRECAST CONCRETE �� Q 5 TRAFFIC BARRIER NORTH- J SEE 5HEET 44 O OVERHEAD POWER LINES SP =OWER POLE I ry1 �'O 0 �D �ni unnn� nnnnunnmm�m��Y ------ n nuu� n w nuu�uu�umnuamnn nun�num ulo minu��u� -- \ -TVA'L PHONE j --- - L J _ - I JT y -7 —_ —may � � I •-�I I �� •'� � �\ 1 ' " _ — �� L1SEE 5 TH _43 —AVF• -- — -- — Ill llilllllll/III IIII II111 fill 11111111111 so 11111, If off 111111111111111 tell 111111116111 is/ 1111,�t� 35 FIC BARRIER L - 40—�SL.i—•.Z"Gl� =1 -SEE SHT56 -45--=— - -- - - �--\ �-- 1 � - _ PRECAST CONCRETE Vq� - - - - 1 — — — —" TRAFFIC BARRIER /-�— EXI 1-4 X15TING) 00lu : EXISTING RETAINING WALL I i SOUTH-SEE SHT.41 I TO ILI ? 12'D I. WATER AI — — EX III EXIST. WOOD 8 _� I- 4 — — — — - -+— — TRE5TLE RAIL BRIDGE- TO UNION RAI LPO 120'-C" 120'-0" 120I-0 WAY — PLAN - WEST END 40 20 O O eO 5CALE IN FEET UJ '• `�/ N. ( \. Z) r.. i i. Ivi. v nra n. ��405-3 635) 5URL. NORTHERN Z Q $ J UNION PACIFIC TEL. LINES _ Y *T6L• LINES RENTON -TUKWfLA uj 6�i.tiY• ^.A"lirD J O ' iOCrr jy Q,L CITY LIM ITS / 0 3 0 sees 4k/ 4/ � - R I G HT-OF-WAY mm F4 Gt N t0 nuunnunu NnNmnrNUNa yN� n NunuuuunnnNnuNN uuuuuNuum 1,7 W W W b _ i T Z nn fill uNlu NnnuN lq N PCL.E7f W E I P4 ' ,� O dl � 7 1 ! J TaLEPHONE - j 3N i � ti' 6 (N6 NNN\ NNNNN$ NN�N of `NN`NNNNNu+,"�„�.�,��\��,�� " 5 ��"�. GAS VENTlogoN umnNnun CAST CONCRETE INry �l ` ^� ul_ I FFIC 5ARRIER EXI5TING TH -5EE SHT.44 I-405 BRIDGE I �- TO 5EA7TLE- 22/2 C.I. 81!mv-f�j), TACOMA CCjtaERE f'E" BLifaG INCI--A-IR I. WA'EF MAiN` — — — — — - - — — REMOVE UAlSTA4LE FOUrJDA fJeT l MATERIAL Aur) REPLACE 'f/ 8 I (�?A�EL a.r Ie " ) EXISTING ( _ ,an1 .F T. IO - - I --a�I- 40"5—BTRI— -- ` --�' C)nF(_)RMwN=CEE TO EELLEVUE TNT TLERA:L 3RIDGE I_ �� NOTE LOCATON �;T F�PR'o.7RV1�` ER WIRING TO BE VERi BY CONTRACTOR. UNION PACIFIC !i RAILROAD TRACKS 90ILO* -- wI JI _ co LAN - WEST END aI� 0 40 e0 120 SCALE IN FEETI�I THERM e ON SHEET C-3. LLJVILA cG.�� . �-t= S -v G Y limbo nuuunn,-r �,7 W tU ILI In z C7 ~ N F� POLE w I 3' 6 _ —LINE (N66059' 05"E) I uliull GAS VENT logo 1 un11mm�1 51_� h (rM� , � I IBIPu - EXISTING GRADE 2"/.SLOPE 2% SLOPE s"`2'2%Z,C.I' 8END{r.4.►� c��/9// •. 1• :.• ..••./ � .� ' '= _I1 COraERETe B 'E # 6"CRUSHED SURFACING —}1 —� MIN. COVER —1 REMOVE UUSTAOLE FOUAJDATIOIU -MP COURSE Q MATERIAL AUD REPLACE WITH VE L )R�r1fF1 Z FD(R �OIJIiDATlnii ri ec a 8pr,oJ L7A ALL II-i 12' P.I. c oniFc�Rr� �r�CE T� � 'R-^7u�E ExAVAT o� WATER MAIN pF 'THE ��E` I:.� PKO �I�ICA S .TO G Iiki4S T NOTE LOCATION dF jIV ER SAD WATER MAIN CR055-SECTION WIRING TO BE VERIFIED 7YPICAL- NO5CALE BY CONTRACTOR. I or lvach,� Si1aq ycci +v 'ASc 7- e .ji aco� 6onCVG NO-cS a,cmC.'.1 IwIele.• CIPF�j'L � re5, c a5 ftara- Or ^e i CRU5HED StRFA�PfVG T'&SE TO COVER ENTIRE LENGTH OF NEW WATER MAIN. +.� 2. FOR 5YM50L5 USED CN THIS SHEET + SHEET E, W( 5EE SHEET 3 LEGEND. z 3. GRADE AREA UNDER BRIDGE 50 THAT RUNOFF FROM -J BRIDGE DRAIN5, DRAINS AWAY FROM PRIV4TE ZIUD PROPERTY AND INTO NATURAL DRAINAGE PATH . F �2Q A. SEE SHEET 8 FOR ADDITIONAL NOTES. �i � REGION NO. STAT T. 23N. R. 5E. W. M. ID WAS 3 nu nn�nnunnnunuunnnnn�nnnnnm�� n�uum REINF. EARTH WALL- 5EE 5HT 59 CATCH BASINS — _ IF --� ;> -^_' ��= EX15TING ^rq: GRADY WAY _ BRIDGE _ - - " - R UNE- l '(N66°59'05"E) TPI GENERAL NOTES n'fununnuuTiuiiT�it rtfllissrt+N�atW ��uuw _ �'��-.� THIS STRU' — \ FOR LOA REINF. EARTH WALL ^ QSEE 5H EET 43 1 BEE 5HT. 58 INTERIM a. —` — STATE DEP _ vtTy iEVICAL E CONC TH THE APPRO CONCRETE _ _ E.If(C E� CE N19 i J THE ROAD —+ 11A!�� / POURING T — r--'•— — -� — — — l .- o THE SUPER ANY DEVI — — —. FOR REVI 4" 5. FALSEWOR — STANDPIPE STRESSES I 35 _ R15ER TO BRIDGE EXISTING FIRE 1 COLUtitN — HYDRAN" ON DOWER 6. THE P.C. C " _ T 5URFAC'_ FALSEWO i � - B DGE -t 5 0 -DBL. 51AME5E T THE P,C. 0 WALK — DR`( STANDPIPE INTO ITS F "e W/ 2-21/2" H05E RELEASED CONK ECTION5 '-C ' APPROACH 5LA6 BRIDGE - 8. ALL COLD �•+--- -- - DBL. 51AMESE OR CONCR SEE 5HT5. : �, 40 ROAD DRY STANDPIPE BLASTED 15TING NATER LINE SHOWN A5 I ON BRIDGE RAIL APPLIED 5HEC , NEW WATER LINE I I r/ CONN ONS OWN A5 SOLID. �,� i CONNECTIONS REGION N0. STATE FEDERAL AID PROTE R- 5E. W. M. 10 CT N0. SHEET N0. . WASH. BRM -1288(2) I- 405-3(G35) ' 83td10G REINF. EARTH WALL- SEE 5HT 59 !NG < Y WAY E i — GENERALNOTES - — THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS -�EINF. EARTH WALL FOR LOAD FACTOR DESIGN, 1977 AASHTO SPECIFICATIONS AND THE LATEST SEE SHT. 58 INTERIM SPECIFICATIONS FOR BRIDGES, AND AS MODIFIED BY THE WASP NGT'ON STATE DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN MANUALS. • .5 CAN '-i'.1;�; EVICAL THE CONCRETE IN THE FOOTINGS SHALL BE CLASS "B" MIX. THE CONCRETE IN THE APPROACH SLAB SHALL BE CLASS "A" MIX. ALL OTHER CAST-IN•PLACE FL CONCRETE SHALL BE CLASS "AX" MIX UNLESS NOTED OTHERWISE. ASSCE (rL; CE aiD - THE ROADWAY SLAB SHALL NOT BE POURED UNTIL 24 HOURS MINIMUM AFTER h7i7�h' N / POURING THE INTERMEDIATE DIAPHRAGMS, 4 THE SUPERSTRUCTURE POURING SEQUENCE SHALL BE AS SHOWN ON THE PLANS. ANY DEVIATIONS FROM THIS SEQUENCE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO POURING. 5 FALSEWORK SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE - EXISTING FIRE STRESSES IN THE STRUCTURE. SEE SPECIAL PROVISIONS. T HY-RAN— ON LOWER 5URFACE g- THE P.C. CONCRETE TRAFFIC BARRIER SHALL NOT BE INSTALLED UNTIL THE SU FALSEWOR)( IN STAGE I HAS BEEN RELEASED. 6 O DBL 51AME5E 7 THE P.C. CONCRETE TRAFFIC BARRIER ON THE LR LINE SHALL NOT BE MOVED DRY STAN^.PIPE INTO ITS FINAL LOCATION UNTIL ALL THE FALSEWORK IN STAGE 11 HAS BEE14 W/2-2'i2" HOSE RELEASED. CONNECTIONS 8. ALL COLD JOINTS SHALL BE THOROUGHLY CLEANED BEFORE POURING GROUT DBL. 51AM:SE OR CONCRETE. ALL VERTICAL COLD ROADWAY SLAB JOINTS SHALL BE SAND- DRY jTANDPIPE BLASTED TO REMOVE ALL LAITANCE, AND TYPE II EPDXY RESIN SHALL BE ON BRIDGE RAIL APPLIED TO THE JOINT BEFORE POURING NEW CONCRETE. I I r! W/2_2i/2" HOSE CONNECTIONS 9• W4T G.t. Q�� 2 x �� INDICATES SHEET ITEM NO, OF STRUCTURE NOTE AS TABULATED UJI tit :AL tiGNDRAIL , SEE Sµ-. Ir ON 5HEE-I C-3• E T�aFc,C 3ActR ERr `� Sc' SHEET 44 / SFE,ICS l4i474J 1 —1 W NNEC TP E M/I ER T 3T/!/E/�LVS "Vc.WIA•`Py6" r_ 3`',JuC2E;c L�GICINb , r. _ j 0 u wun� oil Alls nn in uuun��Inno�+uluuuuunnunlfaIMMa W ouuunun nn��:.. J > / 5RI E DRY STANDPIPE `f rH.� I 6-3 � p Q t0 , 8" TE'v vE'(F x J) CON ECTION SEE ) 18 G 11. �-r CD = ' SC" ATE V LV,E(( �f ! LT (MJXM Fa- i S` CRE 1/ BE B Oc: NG ) / � z — 3L;ARDRAIL3EL.(,-w 5EE 2e -- — --- P2 -- - - _ -- - 9 - --�_ - - GAS VAJ/E m etoo, @UlI alAbla1 __6� S,E�EU S, HT, 43,1 �PRECAG. 1 RRIER- SEE S;aT. 44 cX H to $" 22�d G.I. BEND (M EXISTING C R iNF. EARTH W w W CONCRETE BLOCKIN G W 3/�5' 1-405 BRIDGE 3 ; J WALL -5EE Q l� t7 t1 'TELEPHONE UNE5 TO 5EATTLE/TACOMA z SH , 58 Q RLiN T^-4 NORTHER - - - - +— — PIPE,CFpl�,� G I 12 .ill `tiE3 N X J > EXI05 BRIDGP� .D �agnan� L G N' DER KS / u - l E �LVf(FL MJE EV E�E iEA 12" ADAPTER (FLX J) �- �� i CONC. BLCCKING �— — —sg _ �� _ Ty(—I j— T CCU:!:=�.T :� FX i L • W M , E!C8 ' t Af7rR TR5T.r:4.FCJ:rr;G - ` `mow !�I t ! EXISTING 10'XIO' — I J-trl I a,�nr Fp>acvn� / 1 CMP PEDESTRIAN _ / v Ex c�v Z ' 5GLrC �LFsrF -5VYLP) �� s % r"Joe ," O CULVERT UNDER cN s�'Ol C?�0 I E I5 CROSSING OF PIVE / 2 , B•N. TRACKS BURLINGTON NORTHERN 1 E 15 RAILRCAD TRACKS 12' WATER MAIN (E)(ISTING) I WIDE ,nur� lam:=S PBVF_MiTR1T -- r," rK Clwcn 120�-0'� t20'-C 20'-Oa r- - -- - -'-`- PLAN - ICATES SHEET � !TcM NC. TRLCTL'RE NOTE AS TABULAT=�) SHEETL 3. _� ✓�vL-rtEf/r A J/FTrk �IUNnI I�I�IIwrjrlttl�U/N7�l . av�c innnnnnn� 3 nunu111141 �n��unwu� 111 nn nnnn�u�� n�u�m��uni (AT L) F-'(F � �X,{{��J) E /ti[JLT (MJXM c yII '�IEING b CATCH _- - F,, to ti L B1 - UUUn nnnnu�uu�nU� n� nu�� n111igin,l a alit nuuunnni nnnu-1nIIu tfy i- finTununnnniun T1i11�TTT EE SHT 43 -� -- - - - L 1 L yr 4it ZLSEE SHEET 43 Z �f Ca IE _ I - - 7- — --t -�- -- - REiNF EARTH II 3 J WALL -SEE IOro / -_-, - - - B-- --- 43 / Yl `� f • Yi� �{ � � E ISM � T.. r. -• -- . 20.0.I. � „ 92' 3' _ �5-O� I APPROACH 5LAE PLAN - EAST END 'see 5HT 40 NOTE EXISTING WATER LLNE SK CASHE- , NEW WATEIffmow R Li Art i"In SHOWN AS SOLID. REGION N0. STA T. 23 N. R. 5E. W. M. 10 WA 3 �� nnu�uu irnruuuuw nr n I n rn1nrnr r nr nu1unnr Yfirn�uu� REINF, EARTH WALL- SEE 514T 59 _ —.—�20--- CATCH BASINS — � --'_ _�_' — _ __--__— •- - -f EX 157I N G - -T —,h ^T-ItGRADY WAY - - _— BRIDGE __ - - - - R >_oIN—TN — _ — -- -- GENERAL NOTES n Tir I nne I it it nTniTr7TiirTMnTrn — —•�-.�uupy�rr�un� — _ THIS STRU 11SEE 5HEE T 43 \ 1 45 REINF. EARTH WALL INTERIM FOR D SEE 5HT. 58 STATE DEP S° I " N (M /ER�ICAL THE CONC 1S �T err( � ' THE APP fcwtl (FCy CONCRETE � - - $ Ec EE � THEROAD M !N / POURING i \ l _ ; — - - -- - - ��► � 4 THESUPER �_� � � ANY DEVI 45 FOR REVI A 40 d" 5TANDPIPE 5 FALSEWOR R15ER TO BRIDGE --- EXISTING FIRE STRESSES I I _ COLUMN — _ HYDRANT ON LOWER T SURFACE s FALSE THE . 0 FALSEWO I - DGE 1\61 C1 OBL. 51AMESE '. THE P.C. C WALK DRY STANDPIPE INTO ITS FI W/2-2+/2" H05E RELEASED CCNN ECTIONS 25'-O" APPROACH 5LAE BRIDGE — 8. ALLCOLD I 7 DBL. 51AM=SE OR CONCR SEE 5HT5. 40 R CK 7 ' DRY 5TANDPIPE BLASTED ON BRIDGE RAIL APPLIED EXISTING WATER LINE SHOWN a5 I I I I r! W/2-2+ " H05E DA5HEG ; NEW WATER LINE C,ONNECTION5 g, WAT SHOWN A5 50LI0 /1\ nF-r&II I w/HA�nu ucr rw ua�rYri- 1 -- u1 mliunl-- ----llm/RAItg�}q� I/11111 1 N({/�1/11111111 _� _-�' —�"' �'•��_�� 6 SEE 5HEET 43 1 KEINF F_ART►a Y,ALL SEE 5HT. 58 z lya Ass �+e 45 4" STANDPIPE R15ER TO BRIDGE EXISTING FIRE COLUMN — HYDRANT ON LOWER. I; SURFACE 1 IDGE `6-C.—DBL. SIAME5E WALK DRY STAIN�PIPE `—r' W/ 2-2i/2" HOSE CONNECTIONS 2`- 3' 25 O° APPROACH 5LAS BRIDGE SEE 5HT5. S . 40 ROAD Z DBL. 51AM`SE DECK-- CRY STANDPIPE NOTE' EXISTING WATER LINE SHOWN A5 ON BRIDGE RAIL DA5HEC ; NEW WATER LINE I W/2-21/2.11 H05E 120 SHOWN AS SOLID. CONNECTIONS 8 Tglt� W/HANDWHEEL NITS VALVES W ' U) O U,) U Q cgi Z V � W N (I z I1 w x — REINF. EARTH WALL. ON NORTH 51DE f IN =RCNT Oz LO ^I �? � OF PIER 1: - 5EE 'REINF. EARTH CO.' DWG5• FOR EXTENT w Q t � a Ey _ ---- - GENERAL NOTES — ---- _ THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR LOAD FACTOR DESIGN, '1977 AASHTO SPECIFICATIONS AND THE LATEST REINF. EARTH WALL INTERIM SPECIFICATIONS FOR BRIDGES, AND AS MODIFIED BY THE WASHINGTO SEE 5HT 58 STATE DEPARTMENT Or iSPOPTATION BRIDCS 2SIGN MANUALS. r- ' N -(r✓1' Ft ICAL THE CONCRETE IN THE FOOTINGS SHALL BE CLASS "E" aIX. THE CONCRETE IN 6s THE APPROACH SLAB SHALL BE CLASS "A" MIX. ALL OTHER CAST-IN-PLACE r (FL CONCRETE SHALL BE CLASS "AX" MIX UNLESS NOTED OTHERWISE. I Y J 'Sc ME (F ; Ck'LCENf� THE ROADWAY SLAB SHALL NOT BE POURED UNTIL 24 HOURS MINIMUM AFTER hl ;N POURING THE INTERMEDIATE DIAPHRAGMS, 4 THE SUPERSTRUCTURE POURING SEQUENCE SHALL BE AS SHOWN ON THE PLANS. ANY DEVIATIONS FROM THIS SEQUENCE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO POURING. 5 FALSFWORK SHALT_ BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE — EXISTING =tRE STRESSES IN THE STRUCTURE. SEE SPECIAL PROVISIONS. HYDRANT ON LOW ER 6 THE P.C. CONCRETE TRAFFIC BARRIER SHAI NOT BE INSTALLED UNTIL THE 5U RAN FALSEWOR'K IN STAGE I HAS BEEN RELEASED. _L 6 ll DBL. SIAM=SE THE P.C. CONCRETE TRAFFIC BARRIER ON THE LR LINE SHALL NOT BE MOVED DRY STAN7PIPE IN ,J ITS FINAL LOCATION UNTIL ALL THE FALSEWORK IN STAGE 11 HAS BEEN W/2_2_i/2" HOSE RELEASED. _ CONNECTIONS _ $ ALL COLD JOINTS SHALL BE THOROUGHLY CLEANED BEFORE POURING GROUT -77 DBL 51AM=5E OR CONCRETE. ALL VERTICAL COLD ROADWAY SLAB JOINTS SHALL BE SAND- DRY TANDPIPE BLASTED TO REMOVE ALL LAITANCE , AND TYPE II EPDXY RESIN SHALL BE ON BRIDaE RAIL APPLIED TO THE JOINT BEFORE POURING NEW CONCRETE. W/2-2Y22'' H05E CONNECTION5 9. WAT PE i AI L VALVES WHEEL _— NT5 r— RAILKCAI -nAC_K5 TRACK Z EXi5"71NG ... ... GRCUND - D.I. Pi PE(N'.!1 -.\ 24" SEEL CASING WITH A MIN. WALL \ -SEAL THICKNE55 OF �0I SEAL - -� - - - -- - -- - —0439s_- -\- - � PETAIL aZ :��N T�5 L� 51DE 4 IN FRCNT .I DWc;I5+• FOR EXTENT 90 s ENTRANCO ENGINEERS, INC. 0 LAKE WASHINGTON PARK BUILDING Q0818271fi LETTER OF 5808 LAKE WASHINGTON BOULEVARD N E KIRKLAND.WA NXM O TRANSMITTAL O MEMORANDUM o SIS BEAT TLE-FIRSTNATIONAL BANK BUILDING $tom 25b 2 /^ 1602 HEWITT AVENUE.EVERETT.WA NMI — Date: —_. Project No: Attention:_Sy17�_ �aCWf� _ Re: e- (1 A uw�� ,eATTACHFD n ORIGINALS 0 UNDER SEPARATE COVER ;: PRINIS n OTHER FOR YOUR 001 FORMATIONIUSE o AS REQUESTED a OTHER —. OUR REVIEWLD a NOT APPROVED ACTION :' APPROVED n SEE REMARKS D OTHER_ REQUESTED APPROVAL o MAKE CORRECTIONS NOTED ACTION r RFVIEW L COMMENT n REVISE A RESUBM" c OTHER ,^ NO Of DIIAWING COMES NUMBER _ DESCRIPTION Al I 1 � Remarks: BY: cc: DISTRIEMTION. WhtlftQAOarenaae Canar,Io Pr,@c?F,rn 'mkco Day Fire A 0221I-051 e ENTRANCO ENGINEERS, INC. LETTER OF i LANE WASHINGTON PARK BUILDING 12001021-IY 5905 LAKE WASHINGTON BOULEVARD N E KIRKLAND,WAMM TRANSMITTAL O MEMORANDUM U 516 SEATTLE-FIRST NATIONAL BANK BUILDING RIb1250 2 1W2 NEWITT AVENUE EVERETT,WA OIXII To: oat®: Z n6E1ne Project No: ✓y+� Title: Rv- Attention: - Re: e'.TACNEO o ORIGINALS C U DER SEPARATE COVER O PRINTS DTNER e -- +C- YOUR Li INFORMATIONIUSE a AS REOUEST[O a OMEII_ I, REVIEWED a NOT APPROVED A^1TRION a APPROVED a SEE REMARKS o OTNER - REQUESTED n APPROVAL a MAKE CORRECTIONS NOTED ACTT'?N r REVIEW 6 COMMENT U REVISE A RESUBMIT OTRER.___ NO Of DRAWING DESCRIPTION .. COPIES NUMBER - - 1�« __ �'o�cs /.x//(�T�,�(•,�cID/:Ii /�:j�V'�-JtS /Yy __ Remarks: By: ,iy�,�(,� C DISTRIBUTION While lu Aaareesw GMrY 1.PrateLt FJe - Pin1111 Day DEPARTMENT Or TRANSP09TM 110N Pap INSPECTOR'S DAILY REPORT � � Contract No. G �YH,iigghw��ayy//— _ IMe �14BpoelP.I_. Section Day Lrl e Weather A.M.— 11.M. 10 Contractor's Representative(s)and Title tl// e (i v'Al 5*S'"'X G11A*ZV Location and Type of Work Number and Classif ,\ion of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance,etc.)sC �LG "l7 ull67 G J CCC o � Diary (Report of days operations, orders given and received, discussions with contractor, visitors from Hea quarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate o /Z%f�Glrucf' 67` /K�.��S S (� lZ�� •.�/"IP.Ir��'f/��Q.+r� ` 9�s� ,tt sad C� nor-4�>f� L!_ rue oar, e�z k da ,GOrdL ✓m + �%o 6a�- T.r+ ar G'aldeIKSAcACk-4a o�irW vs rya ¢�du• a Ts�►`�'fW*V-/0, ik. ,�4 aeU>C--per` cIU y Rx�` �e�/1/�9• eAw- Al, zlsgel cs e04, -- ,A.Q.B Fo.- �✓c! e��Y,.s�`' �iNc. rl�,��h`�., c—��' dtvers�i>t ,Q.�9 ctre�vf Kiet/, _ 00T IS.qnW) IMPK\Ot DEPARTMENT OF TRANSPORTAI ION INSPECTOR'S �JDAILY OREPORT Book --_. Pa ge Contract No. Highhway _._ Dulc I F L! Section (Title).W2 Q 9V Da Q Y Weather A.M. 4c —d! lAa P.M. Contractor's Representatives)and Title �W� ��e;zl6ws Location and Type of Work AMW�s_ A4 yC 4 4 _ y Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance,etc.) " as F 1/ K,%p >Dai. Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, u: Isual conditions,recommendations and statement for monthly estimate !2 v Sc�ai n Iwo, d/o1 C 4 �4.ral_��!�-rloS'�,.co�S�n�slp�de�osxrd/e - -�`'i s-�� Ecr�%4�.e s2«ra.� ,l'.- .�u✓r f` rah os�l�raiS Zo'a` DOT rowrn•axuox 1kJ�"t/V_ ' '— pEVISEO Ifx• n �V OEPARTMENT OF TRANSPORTA I ION 1 Book Page INSPECTOR'S ��DAILY REPORT Contract No. _(' ,• _— Highway __ Date Zo P.E. Section (Title) ,l»I�J•�' �� — Day Weather A.M. Jea :. — �aad4 _ P.M. M114 020wwz/ n Contractor's Representative(s) and ,Title 4WZh1?1l1&S/ p� �� ,_y/ Location and Type of Work ¢QX1ri X1Oz& '1 11/ ZO r� Q'.'4k eJe�-19 1 ��) qr Number and Classification of Contractor's Men and Equipment Status (in use and/or deadlined for main- tenance, etc.) Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District o`r/F_H'W/. .nmsual conditions, recommendations and statement for monthly estimate Jl .,off �1)P1feL 7�fa��2`�,e�1�J� 7�K��.S • __ f Z:ODLH _exc�fin5 halve S� ? aptMe*- VQrr' -q G-, asess�6lG ko`el 1�aud U5041✓�ie�vlr, 28 C.f. O�I�t 1 RCVI%EO +l' tslEnwl- lmoec---- 1 � DEPARTMENT OF TRANSPORT,)TION INSPECTOR'S DAILY REPORT Book I / � � Contract No. � '� Highway _ _ late` -e i y P.E. . U, Section (Title) � w�� _ [�1 / >� Day Weather A.M.— P.M.�[� /M�G4`elizz I _-- Contractor's Represent,,tive(s)and Title %htV Fitir�lle C'LTl' �/C/1tl IYCst�: _ Location and Type of Work1?tV, Number and Classification of Contractor's Men and Equipment Status (In use and/or�deeaadlined for main- tenance,etc.) / lte ace Gzri �ntu ,u R.C u l Diary (Report of day's Operations, orders given and received, discussions with contractor, visitors fl, m Headquarters, District or FHWA, unusual conditions, recommendations and statements for monthly estimate teIft11 -1�d /c�.,. 702IIYL 1:;jr2°Yfa (fl�C 1�-DOT !6 r 1 ' ISN�.aI +mMttOr DEPARTMENT OF TRANSPORTATION INSPECTOR'S DAILY REPORT Book Pap 1__ Contract No, LIep!� 6 Highway ---.. fate 6 ? P.E. 'l (e `� Section(Title) t ' t (may Weather A.M. N.M. rXeo _ Contractor's Representative(s)and Title ✓/;" ll+f'l2ld�t- Location and Type of Work �l 4 �t~2/tJ�6y1Q1 i� Number and Classification of Contractor's Men ,and Equipment Status (in use andfor dde`adlined for main- tenance,etc.) _ ow sew eit,� LJ'lei 7`T�be ' � ! f/ e N tl_!lt it Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions,recommendations and statement for monthly estimate �n / IV 1 2"i • tl _1r'c'lPY�Ai C?O�liur 4 c"�t!N �.Ll�' •/ J s art lees, r Kc^—�ll�t` fit_•, �C- Z?Ale, 00TAll rows.¢:oo• �/ //rr ,f f , 1 DEPARTMENT OF TRANSPORTATION INSPECTOR'S DAILY REPORT Book— Page Contract No. Highway -_ lkate P.li. 1�2 'el! Section(Title) �G✓G'rt'L^f�d� �a11� Day �°s_ I Weather A.M.Gl�� . 7e'� / P.M. 3T�i — Contractor's Representative(s)and Title*,, e .�r]5—irelkkTl/ r_. Location and Type of Work 4w;,ft Mo,& 4� ' /2!n?�!! dy4Arw r4 y. np s or. /8 o e, ' use. ce. scjo c : � "91r�/�i ale A0Kd1&e1 & xl,!, Olt Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance,etc.) Zzn-"E' a 6 & ,E'u4/ !ems Z".ffr++s ls�DlSYis n �/c7zrQcr/r ��r �o "�y�r�`c,' r 4-/.fox �:✓ety l�e.,d��ca�� .V�liCe�r- �md� Diary (Report of day's operations, orde en and received, discussions with contractor, visitors from Headquarte s, District or FHWA, unusual c „Itions, recommendations and statement for monthly estimate m- . .6�so Teak Ka-•4�� .!e .sa��e � 2:vv �°�y 4 s e�, �iad�r� one, T fit. r� !a6 !�' fYlica ,ry `�aCr Ps cvrr t led mks e� tt��n �� s - u.� . �T2Lso gW"5eae Joc &I�l/Qsu L'lctirs�atvs C✓1 t�/c/7�? P 6nl'4 u6xite/lo exs) wkirti u,.°.-e4�tb��dun+z S��s,T �'t OrC loe�v��luy __ It41. "Pso Cd".S _,T..` �h ye,& no," 4C04/ ilev�. h a PsAwfH. C* - - OD �/�il�,d1e d� f/racAt •,Al DDT MwM KU 1174 �_1_ uco �lr wtva I > I a I F' ¢"` Tr�f-/ Ti"s�,C �O�C rxur. � r� ;��r^ ,Y�� •' �flh; 7gj�fti:C<i >�, ::of. _ _ -A V7_Psi 4. S wrG1 bC Z:oa 3/Z 3S7 I 5 2•,Z3 st 337 ' i 46 4 ' q .•FAY a ',� ,.w.`p,}r,. ., � �� . . .'�+, .�:�. + w _ r r T' ,.1 `f y 1 tv (PI'A /fix 4 /g• 3`7 D.;'/�J rtal�7�� urn e4, 7 4'J �5 rne rW4 Ole 4 k � t to nz yy a 0 ♦ � �J It R W 673 Grady Way Bridge 2X i DAILY INSPECTION DIARY REPORT N DAY: 1MUPS9ki DATE: / / WORK PERIOD: a.m./p.m, to a.m./p.m. _ WEATHER:_ TEMP. MAX °F MIN F PRECIPITATION: WORK ACCOMPLISHED TODAY: `241 � LHItaN \ tf�1A farm Wnf-fi ShwOut M iolN 11`I09AI�r%S + 'WtOw off QyQ 1 1poLck Al It {OOANC 0%J "lhtrlr bt0 Hai PA'',S. ?Ri9540L $fn• fia Ot pei Q,L WO3c4 l.th 1. _ Qit SY wt t. 'fio< ., Nnl Mul'� _ IK ISO 1. No tooth a, ItAK M h' C#n '4AIQl faro at 1f r �.� fp t Of j _ — — i CONTRACYgR SIGNATURE j INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY .p /� ,,�� REPORT M DAY: t DATE: / Z�jl �S WORK PERIOD: d �►/P,m. to _S a.m./p.m.) WEATHER: TEMP. MAX n OF MIN 5 Y°F PRECIPITATION: ((1 WORK ACCOMPLISHED TODAY: y �— 4t - l 1�14 1fis 1 t Lank♦ wCU _1-2 lCLQIO M v,�illat�. _ hi Jei 40r AkA 7^ u►ati Ar►+ irm 9tr• ArSO fo St2S 5U 1� '&Aln5 A 2- 4C kf K �yU O . 7 ,c r, y (�Q�N A�'IkaYL4-� f0�{ O(4n1 /Ylu:�_ vF4� � BJ ♦ PA1• sAx �_ _�• �. �A DUT nbD ��R . N4� bcS Wuti n Com�tle _Av _ No, VA q t� ct� Aar iu�� l e,4/rw �i,a )*t JP,,. tau a k. R, 3 4- AOtt tr4 JL,,. (d /l�r Rd - �_ " • (Act, rwn'if * 1 c1h 346 trn 1\rl lneti '- A�w ��11�pr,r.l S „, N(.) Uk01 —ny dn+ rA lfj ,& u,u CONTRACTOR SIGNATURE l SIGNATURE r DATE: 7,T))R )r DAILY INSPECTION DIARY REPORT N DAY: k� 0. DATE: /1 t WORK PERIOD: a.m./p.m. to S a.m./p.m. WEATHER: I Al, n, TEMP. MAX 1. °F MIN S 1? YF PRECIPITATION: WORK ACCOMPLI RED TODAY: "Cloy Qc ppAklww K �,C- U44 INdin A . sct wl n , c+ Ar Yl' S� Iris of NN �g. . its it I\l[ i �ai . �rr, fi�,w WaG- M• �., . ,1'°c.Qy., �i�r,�l • Fn.d `La�+�$u a.r, � 1 7� o i S S ta�a _ \�lt) Wall �lY^ ' rt.1m,Y u Ce �ti ll >6 !(n uAr g ou Cm+wcGM• - \1Jal` lh+w �, i�1t �;t1 Flr,.., yF�� 2`> 3tv YIN Slry &C , 4PA Y � 111 CONTRACTOR SIGNATURE I S CHAT -- a - DATE: cm f . .. DSHS IM IRA III, STATE OF WASHINGTON * DEPARTMEW1 OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS SAMPI L COLLECTION READ INSTRUCTIONS ON BACA OF GOLDENROD COPY It instructions are not followed,sarnple will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH/ DAY YEAH - '� � AM ❑ PM v iTYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. PUBLIC 11110.E etas I.D. NO. ❑ INDIVIDUAL .14 T 3 4 NAME OF SYSTEM _.�.� _ 1 S CNI l AIION WNFIR SAMPI.I C LIE F SYSTNf ONNER/ NAW TELEM NF FI� 1r ulurn lµ.A~1w..".Iwnu„n "QN$lrg;, Rao Q � 6AAOV b.NV 1Ti O(OLV ( J ) SAMPLE COLLECTED BY.Memo Z WURCE TYPE k`— []WWACE ❑WELL 0 SPRIND Q PURCHASED COMBINATION w OTHER FEND REPDRT TO I1"m1 Fun N.m. AM,"@ end ZAP Cu1A1 �FE(;Ljt wU(!dS M/ Ntl..`AN(t: &HOP 3SS5 tjr: 1'' sr. jyN7 n via". WASHINGION `7BU51 TYPE OF SAMMLE II:M, J 1 . Ins.awwnnl 1. 6 DRINKINGWATER ❑ ChloanAtedlRswoual—Tolal—FNIN check veelman(--► ❑ Flltwad ❑ Untreated 01 Other 2. ❑ RAW SOURCE WATER 3. 6 NEW CONSTRUCTION or REPAIRS 1 OTHER ISPucoyl _ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE ALMAMOS 1AUNO PREVIOUS SAMPLE COLLECTION DATE REMARKS LABORATORY RESULTS FOR LAN USE ONLYI MP COLIFORM STO PLATE COUNT SAMPLE NOT TESTED BECAUSE S Iuu..w.m.+ vnu li DILUTION TEST UNSUII ABLE S.mPle Ton old /1W'm 1. ❑ COnlluerll Growth ❑ Not In PI.P.r COntalner MF COLIFORM 2. ❑ iNTC ❑ InsuthOenl d /W nn Hronded—Phrlaase Phrase Read FECAL COLIFOR 3. ❑ E.cnae D.Dr1a Instructions On Fw ❑ MPN ❑ MR 1_ ❑ ❑ _ /ILYI„11 FOR DE ING WATER SAMPLES ONLY.THESE RESULTS ARE. /SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO DAME.TIME RECEIVED- RECEIVED BY 669Z371 q a✓��, �(�—' DATE REPORTE AGORA A, 94 �I AM TEST INC. RE ARKS 4rO) 911) AV-3. N W. 1 WATER SUPPLtcR CWATTI_E. WA nnfns L e ENTRANCO ENGINEERS, INC. ON PARK LETTER OF U LAK WIASNINOTON ROULEV�RO N E KIRKLAND WA T= W= -- 0 7RANSMITIAL O MEMORANDUM $01EEATTLE-MRST NATIONAL SANK/UILDINa (Ma 2%11 m2 ////,�11,, 16%HEW"AVENUE EVERETT WA Will To.�^& Date: _-- Project Attention: __ _ ".. 1.'_Y. _ Re:-- * ATT At RED a ORIGINALS a UNDI iI SEPARATE COVER D PRINTS n OTHER._ FOR YOUR o INFORMATIOWUSE U AS REOUESTEO o OTHER OUR a REVIEWED a NOT APPROVED ACTION a APRROVEO n SEE REMARKS o OTHER REOUESTED a APMIOVAL a MAKE CORRECTIONS NOTED ACTION n REVIFW A COMMENT n REVISE A PESUSMIT a OTHER..,_.. NO OI ORA WING COPIES _ NUMBER DESCRIPTION Mt J1.CtJ`i1(!/NiY-C°itl��ZS7T 40_ _ p1 IL`A7♦_ Br. cc: DISTWSUTION *111910 AOarefaee Canary io Project Gas gnkta Dtyfilx A-a1211 651 Ll F PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING All 235-2631 0 9 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 � 9,TF❑ SEPt LM�` T 1 •/2/ __ .i— Kirkland, WA 98033 — jjTTH. Mr. Sd Barschinaki -- (ENTLEDEN: WE ARE SENDING YOU --ATrMU o UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: qt I a SHOP DRAWINGS a PRINTS ❑ REPRODUCIBLE PLANS a SPECIFICATIONS o COPY OF LETTER a - T R DESCRIPTION ANDAND REMARKS 1 Scra.en 'late ea• Full size Grady Way i'lan H1:ue-e: 4, 4A, i, !� I THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL a APPROVED AS SUBMITTED a RESUBMIT i COPIES FOR APPROVAL ❑ FOR YOUR USE a APPROVED AS NOTED a SUlMIT _ COPIES FOR DISTRIBUTION a AS REQUESTED ❑ RETURNED FOR CORRECTIONS a RETURN _ CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ URMU Af I ItR Upt TO U5 COPIES TO: _ SIGMED 4nnald_01a n TITLE Utfllty Enginrer _ IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE OF 12E•� PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 n $ MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 O-9 b P SITED SEPt(-O'0E. BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: November 17, 1986 TO: Robert Bergstrom, Engineering Supervisor FROM: Ron Olsen, Utility Engineer SUBJECT: Project No, W-673, SW Grady Way High Bridge Please do not accept Project No. W-673, SW Grady Way High Bridge prior to delivery of the As Builts, on mylars, as we cannot inspect the project without them. Attached, you will find a copy of the letter sent to Mr. Ed Berschinski requesting the As Builts per his agreement with us. Ron Olean :JLM OF RED A ;y T o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 oMUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 t 0' 09,TEO SEPt Eo0 .91 BARBARA Y. SHINPOCH MAYOR November 17, 1986 Mr. Ed Berschinski Entrance, Engineers, Inc, Lake Washington Park Bldg. 58U8 Lake Washington Blvd. , NE Kirkland, WA 98033 Re: As Builts for Project No. W-783, SW Grady Way Bridge Replacement Dear Mr. Berschinski: Per your agreement, we request that you send us the As Ruilts, on mylars, for Project No. W-673, SW Grady Way Bridge Replace- ment, East Approach-Storm Drainage Plan. As we cannot Inspect the project without the As Builts, it would be appreciated if you would send them to us as soon as possible. Yours truly, � L Ronald Olsen Utility Engineer RO:JLM pc: Robert Bergstrom Engineering Supervisor OF RE'y � T PUBLIC WORKS DEPARTMENT DESIGN/UTILITY FNGINEERING 0 235 2631 oMUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 94TE0 SEPZ'-:O'b m BARBARA Y. SHINPOCH July 10, 1986 MAYOR Ms. Gretchen Johnson Entranco Engineers Lake Washinqton Rlvd. Park Bldg. 5808 lake Washington Blvd. N.E. Kirkland WA 98033 Subject: Grady Way Bridge Dear Gretchen: Thank you for the review of the proposed Pier p8 dry standpipe. We have some problems with the submittal . 1 . PVC not acceptable - Ductile Iron Class 52 is our City and contract specified material . 2. hangers appear too weak to restrain piping - must figure system operat- ing at 300 psi and pressure surges 2 times higher, 3. Hand rails appear to interfere with fireman's wrenches needed to olen caps and operate valves. 4. No thrust restraints appear to be designed. In summary the submittal is not acceptable. I would be glad to meet with you and the contractor to discuss this. Thank you. Very truly yours, �1J' JJ8/1U11� Robert E. Berq?trom, P.E. Engineering Supervisor :ckd rc: ✓�on Olsen, Utility Engineering Fire Prevention RIEL. NOTE RECORD (SKETk _i GRID) CONTRACT NO. � Y k �G� , � / Q� /e - ----_._____ BOOK NO. PAGE NO.$r STATION -lLJ L e� a �L�,_t.0 /4Fss� S�; �.8 7��1t<✓E MILE OR LINE C'S / GROUP / CODE N0, WORK STARTEO.LS'-g �� WORK COMPLETED. �� `1- �• � STAKED BY H I INSPECTOR r I 1T1Y M0. II[FtKtNq I7tY OUANtIfY I FOt7tD OR CAMIIMD IN W ttl -r PD.2". tK .FO OF LADNq NO. t011DOt a a� y�0 00/�,.., / •S �.�/ UG i er ro►ti.(i I� � G Fr/d r Fie KTx,^ Faw �� M COMPUTED a4, e4By DOT It�1rD uY J)h -'- CHECKED-- by 1 e ENTRANCO ENGINEERS,INC. LETTER OF ° :iu[wlr"rNNOT�oN �aw�.s,.aa, 0 TRANSPIrTAk O MEMORANDUM n f,/MArnl~WTIOM AAW BU DO ~m Ate} l alRl Tl.RAfNRM1TQ\I 1pp\ dnAr� ONs: O ATTAONlO a ORgMWI o uNOU lw A TI Q.VIR a pftm o OTNIa Ma TOUR a MpMRTTpIN1Y °AS RIOUI/TIO a OTMIa OUa a MN1[Ml0 °NOT ARROYIO 4CTg1f a APM O a Ml AgUAR / a OTNN ftl /v Po a MYROVAI a MARl 0T,7RRIt 110N1 NOTko ACT\ON' a ravmw l CO ftv O RM/1 A MVIANNY a OTMU _ !� M1AIM11 14—(J we` . 1 t !, _ « \• , ,,...; R�►kr. AA- gj ki, r' i CC: OO\RiaubON M1N roAnnw4w Gwa,e hARf,Iw FM,°Oq.^. Aa111\1f1 Jh. 57 ° PUBLIC WORKS DEPARTMENT RICHARD C HOUGHTON 0 DIRECTOR n ` g MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH. 9BDit, TEo SEPSE��to 206 235.2`69 BARBARA Y. SHINPOCH January 29, 1982 MAYOR TO: Mayor Shinpoch Council Members FROM: Richard C. Houghton Public Works Director SUBJECT: Status Report, S.W. Grady Way Bridge Replacement and Wells Ave. Bridge Replacement 1 . S.W. Grady Way Bridge a. Attached is a copy of the most recent design schedule; the current estimated schedule date for award of the construction contract is July 1 , 1982. b. This schedule date depends in large part upon actions by the Stat^ and Federal authorities. If their review and approval processes take longer thar cnticipated, then the contract award date will be delayed. c. A final cost estim,rLe for construction and construction engineer- ing should be available by February 5, 1982. Our application for federal-aid construction funding (at 80% federal ) will then be submitted. 2. Wells Ave. Bridge The report dealing with Environmental Impact Assessment of Alternative Bridqe Designs has been completed in draft form for review purposes. Copies of this preliminary report were delivE ad to Transportation Committee on January 26, 1982 for their review. After that review and concurrent staff reviews, a Final Report will be provided for City, State and Federal use in determining whether an Environmental Impact Statement is required, or whether an Environmertal Assessment Doclmment (with a aF Statement if applicable) will suffice We recommend that the report or% Alternative Desig-is be discussed at the first possible Committee of the Whole meet/og following availability \s Mayor/City Council _2- January 29, 1982 of the final version of the report. VL:pmp cc: B. Bergstrom R. Olsen . G. Norris D. Monaghan ��m�x��a��m��t�� . � �a��u�l� 1�� ... . p�il�� it �1�1 Hifll�� 1 11 111 II�IIIHI.� ■�� i��nn�...� ■�� n MINUTES OF MEETING r � � Subject: Grady Way Bridge Date: January 22, 1982 Time: 8:30 p.m. Place: Municipal Building, Renton Present: Mr. Vince Lee - City of Renton , Mr. Bob Bergstrom - City of Renton Mr. Phil Fraser - City of Tukwila Mr. Walt Ramsey - URS Mr. Dan Patsula - URS Mr. Les Bakar - URS The meeting was called to discuss the need for an extension in time for the contract because of delays in reviews and coordination with railways and other agencies. Les Bakar handed out a schedule which showed that a realistic date for award of contract would be June 1, 1982. This was because of the time required for WSDOT review. Since URS would be involved in making any changes required by WSDOT and also in the evaluation of the bids, Les Bakar requested that the URS/City of Renton contract date be extended to the contract award date. He also pointed out that although the contract date was extended, the major part of the work would be completed by February 15 and only minor revisions would be done after that date. Vince Lee was in agreement but believed that the contract cut-off date should be forwarded only to the bid advertisement date since the evaluation of the bids would come under construction management phase. However, Vince felt that the advertisement date could not be pinpointed at this time since there could be other delays as a result of contract negotiations with the Burlington Northern and Union Pacific Railroads. He suggested we contact the railroad to get some idea of the time frame required for an agreement before identifying a contract completion date. URS agreed. Vince advised URS that funds for construction had not been released and the City was waiting for an engineer's estimate in order to start negotiations with all parties concerned. Les Bakar also pointed out that URS had incurred some additional costs due to unforeseen problems and changes and will be incurring some additional expenses for railroad coordination. Vince Lee suggested that all the extras be documented and presented to the City for review. Vince mentioned that as soon as the plans and specifications were submitted T> for review and approval , the City will contact state aid to set up coordination and review with WSDOT and FHWA. Les Bakar advised that the plans and specifications will be submitted on January 29, in draft form; the final form being ready two weeks later when all comments from the City will be incorporated. cc: All Present q� J CITY OF RENTON S.W. GRADY WAY BRIDGE REPLACEMENT KING COUNTY F.A. PROJ. NO. BRM-1288(2) F.A. PROD. NO. 1-405-3(635) ------------ ; 1l im mow ton State Department epartment of Transportation I N D E X SHEET NO. TITLE INDEX A VICINITY MAP 1 QVFRAU LAYOUT 2AjB,2Cj= TYPICAL ROADWAY SFCTInNS AND gILS 1 — 2 QUANTITY TABULATtON DRAINAGE STRUCTURE NOTES LAN AND PROFILE — WEST APPROACH -4A PLAN AND PR FILE — EAST APPROACH LANDSCAPINGPLAN raHANNELIZATION AND SIGNING PLANS TEMPORARY CQNNECTIONS SIGN SPE IFICATIONS — G-13 ROADSIDE SIGN STRUCTURES BRIDGE APPROACH SLAB BRIDGE APPROACHSL EAL 7 LAYOUT — WEST END LAYOUT — EAST END FOOTING LOCATION PLAN PIERS — PLANS ELEVATIONS AND SECTION 19 CONCRETE PILE DETAILS 2f MISCELLANEOUS DETAILS 21 — 22 PRECAST GIRDERS _ _ 23- 31 F MI PLANS DE K REINFORCING PLANS 41 DECK SECTION 42 DIAPHRAGMS 43 DIAPHRAGMS AND MISCELLANEOU9 44-45 TRAFFIC BARRIER DETAILS EXPANSION JOINT DETAILS As HANDRAIL DETAIL 49 BEARING DETAILS so K WALL PILE RETAINING WALL 55-67 BAR LIST REINFORCED EARTH WALLS FIGURE - - F GO E'A--18 TEST HOLE LOGS /[E. ONE ETAT[ I[O. am POOJ[Or RO. EIOSAL ER[[f TOpL MV. OW TEAI, 00. ER[ETE 10 WASH BRM-128B (2) '405•3(I►3S) 93W10(p OfAP.EY/SN RIVER 4 EMPIRE z MY a S. 3rA ST. ` PROJECT LIMITS S 140 / GRAD 9Z E s� 405 Y O Yf CITY OF TIV WI LA °gam CITY OF RENTON JJ¢ �--CORPORATE LIMITS GREEN ; ¢ RIVER VICINITY MAP N.T.S. CITY OF RENTON S.W. GRADY WAY BRIDGE REPLACEMENT WAENINGTON STATE DEPARrMEAT OF TRANSPORTATION + OLYMPIA.WASHINGTON PROJECT DEVELOPI'ENT ENONIEER APPROVED ✓unC 2719g3 CONTRACT MDIISER N1[ET A I TO 63 NNn1< mm Sim 9 *OIN6 ANY MAD inoAVI Twm w CN rnM NlYY303OWfN3tl— vllwm rOOY , L ON IWM NLYr3 MWOi 3Y S ON 7W N 3 033WOMM OS'DYIIrY g N1n9N Nrq }al]pYe X OtbN �Y 3 �c �3• Y= Sim snot "VLS S3K)V02lddtl 9 300W8 9NILSIX3 d0 Lf10AV1 'nVa3AO 113Mbld JO 9n1nm939 k7)S9ZI.4M9 IYI939 _— I M31410r1 \ CY Vie - far•Qtp n NIaR\ � 6 ARRAY I Inws I_ • IR DL \El� dSII�J N 1 1D�RN�qp�I� qLC MGILRMD"'( i, RAILROAD OgRTIIUCTgI YOYBICE 1. RORIM■OEWALR•RD M•RDIINL PRON A TI ROR Or tR11TNR MIOOE. 1 REATTACH HANDRAIL TO TIE RENW INKR Or TIE RRAIM OR T E OWTH ROE. 1 OOIRTWI T tOLDItR PILE ft TM R WALL AND ROOK YLLL ♦ CptTIIDCT REIKr tO EARTH WALL KO11.1 ER). ALL LAYOUT OF EXISTING BRIDGE B APPROACHES RCOI<RRTnAw RI law ARM STOWTURE. M T.S. a Cd11I11RICT WAR%t ROAORRr APPOWACHN AND TRAPPIC OOwrwK T. Re-RDDrt TRArnc ar RAQ I RRIOM. 1 09q AND RRROOt 1TRETRIR RREORR. R CW[T111CT IRIRIORLID EARTH RYLIIOl1PR• lA COIII"R RARE II Of HAS MON. It CO KIII"ROADRAT IAPIICA AND RARE R OP KER RRIRRL Ew OF Qw-wRlICTIOLi!-___- sTA. 40*00 ROA 3' EAST ArrI1DKa1 uNarN OF IRW wOEEL'--- —REINFORCED EAR14 WALL NO.S E 6RM-Rft(2� +P .39400 oREINFORCED EARTH WALL NO4 57A. 3B+O0 IEEDrILRkII RERIFDR:£D EIIITM R'41 NO 1RUF RAIU400 C f10•RR mI SOLDIER PILE RLLL FA PROD ND S 165 DIMS) IIEINFORMD EARTH WALL Eq.{ `{.Mr,(I. ALL LAYOUT OF NEW BRIDGE s CITY OF R E N T O N PIT 5 RPARTYENT OP RURLIC WORNR S.W. GRADY WAY BRIDGE REPLACEMENT OVERALL LAYOUT � YIRRH w MR YA M110NR..-._�_�� •H•R..�_-Y R i`iipu..tY•.�ry�@.a. iTT.. w.v _ _ �:fti�...:.n»-�_ Y,�c..x. .n.�ea.i��.e , �!• 1fi:73:1a7• ddd��dddi �dddi �>!/DL'li-PG1♦[NS•I!•i16 •TTi[F{tii /!i!!!�i!!!#t4#t=��■___i is/I�L'I�itILlbl•II� 1iLL•lil . kIQ !/�l�h'>!d�`_--i 7f71/\�©3•Pl:i[fi7tIR[li1:ILT•P!Q 7:III$- !:>•xi/:tsa�a� t�tI!•TL�[•R37[I1s1JIIIIII ' S�iLIIiQ. !11#rd�ddd� i>•'4[7FFR[i:I9a[.I7LNY1Q37JQi�. .. ... ��d■77#�rd i i�t��l•IFIfF�'A[.iGN17CN7�lF!{II.iLLT�IiL7:LF ��ddddrdd=t ��Iti•[•F€17[�1�3i;N17GNy7Ci1II�[i ai.ra!__dd�dddi >•d!II•1•[•k14111Af;i.Ei751Z+E{i�131I17Qil4H �!♦Rtkfd��ddri 1•dlt�'i3�[•IYi![8'4id7:Pi�3•TdS1.7Qi!• IEIllddrd`di 1>t#id11•d[•CYIII•aA1I1�L'1�CiiN1.'17:iii . �Y#lr��ddd! �!•� .. dd��da�di 1i1Cf37.� dr��`ddi 1 ik [I•kL1lr6AtiRi'.[ .T:SQi[ IQ11'J' ikYlr�" di F {:}�7i•IYlllicL'LTTl�LD7:IlI�' 11.y.��k'�d�a�d�7l�i r•F! '3kid1R3.71�!#19dII'IIIi7:1C17GL(�i #rl#Ei.•1•t_�i11>•dddi Lid�[I:NL712i$41U41iF7=I:tiI:II� r aaRa�da�a�daa�77�i 1Qi, dddt_�a �#di /ii�>♦�I:Ii7t'J�'II•AIF��I>fI)F�:(�il=IIi.'R�IG]+11Q,l�lllil{• !�!!#rd��dd Il��FI•I17iI;1i7[.F.li.)•,1;I:k E>•Od�r dd= /il��l;Nkk7l{llS1[$'II•E1•I:k1t�1Qi d'�E7id�� ddi 41♦l�It'{�l♦1n1.111�Ri�91Q•�il:lillII . r�Fki:>td!_�dddi Eiil��.Ii��n�7[asr:ISII�.ri;ri:II�I �c�va�:=Qi:1.1 • �tFBl•d��dddi Z1[lsi9Cii3fl �iia•Irui! #ltki•tt!NI•d��dddi ,no P>dF #itl�iSIC1�IIiiiil7:i�.>lii:11FI.lF3Qi�•]IT� SEI•1•!•!i•��drdi /Y>•l7Ht:7i[�II.I,7#s I�iI1Qi7!•lEL7� !E!l•>•�Rt[71d�a�dddi {! ldIE�GPIii M LitiRiL1•QI[!E"1sE'II• lII•II.LICi7:a . dSS 'llGi ddl��d! t! 3-/�li>rQ•YI.7l6i1iS:➢ .' , t3�t{.J•d�rd�di {iiFi•Qlil[t:Ii;Y19.DE$III3:CN=]�pQ3iIId33 !i#�S� ddd�� i�#F1f/'3dQ•}I• . -%1li1SQ�II• • ddd��d�'1�1 •Ji�Ii>du•II•#iai.7[SF II3ir.Ntr3liia .. dddir�dd�IL �irS�I�i9:il�lil.].Ifldlf II7:7II$ d�d�d�,��t, i11•>�!F{�t�y��[��qI:L42ii . ._::_ ddd �d�wsr.�isfN/i ilia{ E•Il>•QQitl+llt •••I�(��3[I#ii ,. A3:- GL ddd��d[ZIFi•ll[•flilll Y�19l1m1♦1t371D��E11IIl3�Q�73.7CN7Zti131�:II1I•I� klitlii•�i'1[is[IT[idii ll[�.7711Q� �dd__dd�= iZi�I.77! �F[Iif.E'�ZEiIII[i:7IISif1I� il��lhI�likll [�II•731i1��i$�F�7i7I•y�7.II�I•l d!!!!ll�d�!♦dtq4>•�I:Y#i !! fI7 I KRI 1lI:h1[!il[i�fliCll • • d� ` �d��= ikl•!lf6ll)• i71lGI:CNLL'l1lF •llwi'Ek1>•�[llitCGII•7S$1�iL.lklitiII�TS - .. •.': !•{i•il�i��dsFF E3'Y# i!•�:i♦�lla1•IIJ.Ll[ I . !� ddd��dddi tY1�R-�!•I�RiA.7[Im• -.-. . .'RQ3IIl#` ddd��!•!�#��i �)!Ai•�Tdli•[�sfZII�ii�14•II -• - - 1- - �� i>•E�.i•dr�li• i1�Y# 11�iiIIi."•ET. 11iL: I$E •,.:•a�Qi•I::iSli♦ }�((((F}�d��d d= 13H.19 -• ddd��lddOi 7MdFL� 1[�S1.NPCkli• i 1•��E �Idi tY-YZI♦ l��PA:tiREiZHF9I•I'�R•7QIEi'F$. d�d �df7r> !•i•E-�! !I!1�-SY>d[LII7l�l�ti•ffi •. dd��#��-� !d'7[i•Nd b7s11 .. , - ©1{:7LS.7 . ddEkh��RFi7�� d iit:FI3Y��471.1,{�1Q�.1IIiI � dr�lFi1 �FFl•��dd! 7Q1•d�[ •- �. -I$[Q'd ddtki•1♦�ONit��dd! to if-11r7ir17s . . >CII :IIf .I�i/[7;Q.I.IIilltilL•iiiQ•7� ddWWWU zlmjw 4ll�iY1• ti•IRiSRl.II1Q31I:Lii1•IirLLTi7;;T; �d�FIA �� it�4•Y{.>•tI.FF�i[�I�T.IIIlI:I�fll��d:Z7�CIitil;�i ' difi(dl 1€ki �d i-fSIIti•�L4Yk1R•6isf3[Cf�liIIl�7I:T:i1TNPIBIIi•II� . dd��A hFi•1�ddd 4 RL['�I�eSF.PIiI;II�>:Flf#N>IQ.1:[�I ' ddd ��dd! laitdrl :l4dl':II•II•lflI/Cli�l ' did=rt�dd! mmmmm lRii:Ii! ••Q � .aIL ddd�r�r`� t•'ll• ��!•11:7'JF�fQ1C1[ I•I:lii#3•IS7IiilII� =�=��!!=_ i d��[!A\19:Q@D >;3lil•Eilt•1[{3iII. �d � Ad IDf�] ,_` Trrrrr rr��r� �rrrrr C�rrrrrrr�S�i=S rrrrrr ��r S �� •��o�r�err � �s �rrr��ic��r�asr�Eu�a 0um S C.�SC.S�CSS. �rrrr ��rrrrrmu��r��r��r�� _-�rt7F�E�Yi ' rrrr SUMMRRY OF QL BNRI1 % PART. BRM-1258121 CITY OF RENTON ORk► 1 OROIf M liEll TOM 6TO. SIR, 10•MS 30-07.73 RILLSIR.L. MUT iiw IINTER r 8•N. S.N. I UNIT ITEM 1 TO t0 ' .L.N0. 1, 3 Nk. 7. 1 WILLS "At" Itl11kT MITIORIkT WAY, NO• 2AWITY ITEM 116.03.23 16In. 40.001 kk 7 S. RIk 6 NEST I EAST STAM 1 STROL 1 i $I WEST EMT NEST Elks I ' NEST ENT CIS I70007 C9 I70CCT CS 17OMTIC6 170DCT CI 17000T CS 17MCT'CS 17000i CS I70OCT [5 N M N N % Q_ R_N H N N 7 .Y. 7 F N N N p Y. N T -Li LL .. .... __ —_ l _l•l_.N E N R � __4N-6D -5'__ _ I .T. NfLL - _ p.�...I - _ M RPpC INS 0P CBURSE . r- -" -- -. - _— � F.._ 1 ..._.__a.. - PN CtM N-T�eOJU 11 yf_ _ __ - ��+. RF• 3.IW�y_ _ r_ - �- M . ..__ -low WIFMALLIRERTEJAM _.. -fffilaA3LM9LL _ (-TSCif i'dlY i`_�_�_ - - -- -- -- • V E n _ ._. .1 / - R i R R -- ' ..—N -f IL _ _ T— I N N DUCTILE I N N H RM. 1 N N H M. _.. _ _. t _ ._ I ♦ • N H N NN K N N f„P N ♦ N _ I 1 N I� - - j_ _... _ __ ._�_.L�_ 411 N _ NL N n CHIN _ - 77 JIM V N - $,F .. _ _ YN . 1 P NT N BR R RF N TYN N BON N R CN �._—._.L. TP M_ Ff C CURB ♦ NP Rr ME f[N�RRW _ A .f nPOFTiR Y IM _ _ If H -j1 O_4L- —€Ott.. 6.6 1 f M�H RPRY .4 6� ING 11__ ---Y QI y: R NT 1�.6 77 .._.� �.F. PLR TIC - A'WALK.a PE 270Jam' PRINT 6�T P BN ..0 N L.F_ lR TIL5T-0P • 1 33 8 H P N TRRiF W 1 _33 CM L 6T C_T R ARROW 9 M R T _ F Ic TIR 1 32 H P N _ N K Y _ T LUMi _UWI 6890 L• __ NNN 6l _ —____ _ -�— nP M _ M RR T TRAFPN N Y L.S. LUL _ -- NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS REoI aW srATE FE0.AI0 PROJ.NO. DIVISION OF H I GHWRYS to uASN BRM-1288(2) R3N106 aw I-405-316351 �2''7'�JM�4 _ RT R V N T RP _RPPRu.cu__ IJMMRRY OF OURNT I T I ES 63WI06/1O N IIPRR PART. BRNI.I2NB!21 a,..N. n-12Sb121 CITY OF RENTON -m-aua, . . DP NENTON 'Tan rum ,w 1 / $ 0w S leer N GROUP 5 1KL61 80q WATER S.N. SW I S.N. S.W. ' LMa- I LAND- E.E.0• 1 E.E•0. SOLDIER 3I IC. 2. 41 WALLS I IpIN an WAY IQWW MAY1am WTImm MOT i PILE I !NWINP $04PIND TAAININO TSRININO WALL 1 I S. ANDS 1 IEST EAST bTAOE I ( STAOE 1 1 S"m II 1 STME 11 I EAST i I NEST EMT KST ; EMi NEST EAST WEST I EAST EAST I I I 7CT.CS 17OOCTICS 1700CT CS I700CT'CS 170001 CS 1700Cl CS 1700CT CS 1700Ci CS 1700Ci CS 170PCTi C3 1700CT CS 1700CI.C8 1700CT -1'-- -- � . t - -r DIVISION OF HIGHWRYS CITY OF RENTON Washington State S.W• GRRDY WY BRIDGE Department of Transportation REPLACEMENT _ of �n I SUMMARY OF GURNT I T I E5 H 3 T m1la�lr�:I��r• �:r, �� i/ � 1�u�xrarrc�ror�as��+T1:• �� :ail, EfiI��/�� ftF� il+l[1 I�71�T3�I�iT7,�• !/�� ■R1l�l��f1��T,ffi3��i1�i�111Q!1II:7Cr�.t"1.7fC[�l� �PY�-��_�_�_� 1tF7�b ih fFbliR�fd[i71i�T.7t:I�I�3 iFi1�>• • � � ■ �. � ® ,. ! � . �� . •, � �Z��Z�� =��r�� r�� =�t�� `�� rr�� r��L��I'I��r�� r�� i�� r� �� _��_� ��l�� r��-�r�� r�� - �� r ��C�.��C�� aii�i��Z�� r��=��i �� w�i�s��ii��ri� �=i�� i i�i Rio�ii� ��i��i��_�� i�� f�i�� rl�r � i��r��rr��r�� 5 .�� ++ � � � ..,,, � ■ ,� •� - NE x) WASH M11-lef6a Elut06 12 as• as' 12 EI 9' VIAES E VMHEl 6 5 66'To t6' SO,To to' 1 S 14 I! I � 9x PROPILF wDE T fx M T TRENCH 1Plorx. J \ T 1 2 `-- S ) 11 Tf ODIVII 1. 13 Eb10WT DIM.♦2'wx") n ROADWAY SECTIJN A to o' Io.m oo TODDOO TO IT.7N,a. oNLn vARMt SO.M.TS TO M+OOOO 9 9 S 7 7 6 5 x OTMI L ALTERNATE SHOULDER SECTION ALTERNATE SHOULDER SECTION I6.TO.00 To 19.03.E1 16+21.38 To I1.55 85 9 S' 2"9906 TO 3IN90o E9.76A0 To MKSW . 9' NOTE FM LNNRAIM PIACSAENT SEE MINP911C[o WE,POI{LUMINAIRE PLACEMENT ME PGIDNA. Mitt"WALL W ROM DETAIL THIS ENEET. MCTNR A. RT,floE,M18 9H[l T. 6G AT STA 36.00.00 2 D -- - A� ARMS Il AT STA. 40-MM Y PACE OF la _R6' I 5 BRIDGE LUMINAIRE DETAIL WE FOR COXWIT AND 10*10" PLACEMENT SEE DETUL AND ROADWAY SECTION B '-- T.P DY.{WIT IIETAIL. SHEET NS 69.0000 To 40.0000 O2' ASPHALT CONCRETE MVERIENT CL. 6 (WEARING) OY 2• ASPHALT CONCRETE MVEMENT CL. 9 (LEVELING) O5* ASPHALT TREAIED BASE ET1ST PROFILE GRAM �'''� nEMLF011Cf.0 i VAM[S MREf 4 ( A ) IV ASPHALT CONCRETE MVEEENT CL_ 5 eo To a -'_ / I6 ro 9 �-/ �n ex I/ FOS Sr O6 Y CRUSHED SURFACING TOP COURSE t' •/ °_p++l_ + O a' CEMENT CONCRETE SIOEWALX OT CEMENT CONCRETE CURE 0 GUTTER -- s wwL 6GRR OB EXISTING CONCRETE MVEMENT ROADWAY SECTION C 2 LUMINAIRE POLE O9 RETAINING MALL DE MOMTM ROM 1.76W TO 1.60.00 LIMITS OF POMGRT I. LOM6ACMS RMNE I.7E46 TO e100.00 IS LUMNAIRE EME 10 METAL HANDRAIL ONLR[CTION SOX 1I GRAVEL 9011110W VAS Co Cormeaftq E — Ss6ttl5. Lr s nm q WRI MY-ItHkl WIRING SCNEDU LE LUYINAIRE BCKZOYL! rIR[ LIRIIMrE a F ROft •AY C[MUIT B3N10• «0T[ w«OYIT MO FK[ LOGTOII TO C. L!N•TN Ro R[WBH I I.1Jt" t-NE I CILICTRICALVICE A - C I CUI AA CRT A TY{GRJ [-Nlt t It.oO N. \.: B' A-1 Ott1 I 7 u.{0 LT •.B' i A-1 t-Nlo • .0.00 BE. 1 •.B 1 IV I A-I •ION fiLL M10► �• I EL[CTBICAL 0[RVIC[ A - CIRCUIT A-t (OTT P TIEGRLAI 1 tl.f0 LT : A-t I BE to t, EL9C RIM YBVIC[ a CIRCUIT 9-1 ECITT OF «TOR 10 1-Mt- • N•le AT 1' {-1 L ACR 11 1 • 2+.16 LT. - {' •_1 I M 1 RACAR 11 IS 1• [{.1! IT. - 1' 6"1 IY WIL so.1l LT. 0.0' B' •-I 46 WY[YIRE POLE 1/ so.9 AT. /.{' : MI mot I JUNCTION BOX [L 1 L V Y - TT OI AlMr011 S f 1•10 { 0-2 PHOTO CELL ON TOR It�Wx) NOTE• ALL LUMINAMES $HALL �E ION-rLTT PARS Y[o CUT-OFF,TIM L. �♦ 1"CONIC. SID[NLN MOUNTING NEIONT SMALL •C 10 F[[. CORE, CYM B GUTTER B $GCS T<. — - -- BREAKERS B CONTACTORS 7 1 `t� AL10147 SCHEDULE W AIM sufCN LUBINYME W[ . MAYHR M[A4R rR{ A[YME• B R[IMFO ED EMT" WALL so NoT[S 1 TOP OF LUIN NMRE OAM ANO JUNCTION OUR SHALL BE 1 le So LYYIM1Utl 1 TN•U 1 ALTERNATE SHOULDER SECTION FLNM WITH TOP OF SIDEWALK.IN RLINFMC[D GIRT"WALL AIEA wNwIT SHALL {[ -! 1 BSOLYMYIB\{ s TMU 1 I$aLse 10 IHa$•0 i 1 PLACED BETWEEN METAL $TRIP[,NO TRENCHING WILL ts.TAw To S455soB,EL�ALLOW[0. so CITY OF RENTMROTE,FDIN WMINAIRE PLACEMENT ME ROADWAY REII�E VRCED EARTH WALL -1 t0 so WYIAAIR[E • TIAN 1. S[CTMI A. RT.SIoE,THIS BWEET. -f t0 So LYYIMANB[{ 15 • FUTURE LUMINAIRE DETAIL VAA� TRAFFIC FLOW J PACE p WA•- q$WEER _� 10 SWEEP 3 st 3 G$"GALWMIIxED GR MPI-LTMRiHN4 \� ENDS WELDED TO DIW o1A FRMx $nrs 'L\ i � uNIrMYu nn•OA FRME PREYGLGED Mom UrI1YNE FILLER(ASPHALT; UK ELECTRICAL CONDUIT" WAL a_ >Aa«a LT CONCRETE PAVEMENT CL B (WEARING) PLACEMENT W" Gn'YA T CONCRETE PAVEMENT CL B (LEVELING) WORMY EICNATIGH- NOTE ALL METAL AIRTS AND SURFACES MUST BE M:%OF CMNttSION EXISTING GROUND LINE-1 ` RER$M IF Al G1I1I BA LT TREATED USE AAlwNIZMED. wfffwl�AO EARTH WALL S �` PIPE DEBRIS BARRIER ALT CONCRETE HVENENT CL_ B - \ DETAIL ED SURFACING TOR COURSE i CONCRETE SIDEWALK _OIMRETE CURB A GLITTER _- SOLDIERRK[J' OBTAININGWALL ENF wN[L \DAAOR C I T" OF R E N T O N CONCRETE PAVEMENT /y OFRAMTYEHT Or •YA41C MOWN• DETAIL S.W.GRADY WAY G IMLLL LIMITS OF ROADWAY EXCAVATION A GRAVEL BORROW h'rINILf BRIDGE REPLACEMENT r NORA L TYPICAL ROADWAY SECTIONS 9 DETAILS WFIYII M1AHIL flBf "Y.q.___ BORROW UPS COMPANY CO11B'.."ErVrIeBrB"An+I^v WY Ml MM 5.,.•Ule,WYBIRnglon WA ..! 44 �W.00.00 STINCTOEND_-� CONN W, o a 0 - - -- -y -- YL 44 - -� - iw.0 N crro,•�' —�—.i I I I -I ITCC E. 6 O<[waLN .D £D47. . N M1w y I I I II } �7 9LCT IWNDMYION 1 1 1 Isdvc ]DMC w r Y J1 a# I w1GMWL lwfil YO D- 20 IS 10 r r ♦ ai .row .i.. w CITY OF RlNTON aaP.w°Maw♦ of wYa41C Mew R• I— }I-- I 1 y° r°°f SW ttADY WAY BRIDGE REPLACEMENT °• ' EAST APPROACH-STORM DRAINAGE PLAN ` II � I I �, ILC 1.��tl Mph __ .t. _ _—._}—.—_ _._-__. •.. my nu .0 ws--.— ' �'. 6 vtNf. �'— I � wwnJ-It�— i s � G � � 1'tAlL41 . ` � � +run�L.Mx lINl1>•1ED 6R'V1E - NWT tt � - .� -'� ;• ^i,+L�I/.CG. nor �ALLED4!.X/2LAPPFD CgWI�GiJ'D 'tEE d�'T'R-�'.xT^��L SN�e!/6 PE7A!L cANTAACTYR W OWOWM MR AOfpYAT& roMM/6 OF PLANTS ANO MMM AffAJ rWAO"M r r2AvrwO, KIWrfANNcf AMP MEALMNrM P"R W/rR /O 0M. f O WENT, r0 ENSYAF +,.. AA(NA 9 ONN7 IEANr 6RYWrN. NO WATFR iJ AYAKAF/F oN TNF JYTF. i MN ,► 7}�l•._ 1RLp '3K.AI.Yw'IOr+ 0 yR7rr Nay 0E6 � �.�� .'� LNYN PTOAi CQAY. +Yf.m ISTATE1 FED AID PIIOJ. DIVISION OF MIGNMVS •wm 115N-12U 10 WASH I-105-X63S) /, CHECKED +o� +u+ + MOJ EmwM --- B3MIroG 1� OtST � K p c T+KT +o. DATE 11EvivoN AY OPP 8314106 Jongejan Gerrard McNeal Ye.Ywr• N e weo. � wlrY. lw w�vru 1\ad\oy. \IeplNolYn \YYIY( urp\a ANign / ASLA Y` i OLhP1Y It.GLM? • lIMOOI. QuNRT' pOIAnCAL/COMM1(,11 wtK SRL RGMIIMS •.nwe. 1. p. IOD PWDVfK'M #0VIL 'I 4\•4•! N0, PULE OOUAIAS FIN 5006-1d MAL WAW W • Its MWrA CALIPO\MIGOPWR& 1Y'-]\• M•,OOYT/+.N �ro •W a..e .3-95- i Id3.75bM isr"t inDiUT� MCIIINM6 AXX^ m WL Vl'! Rolt'IpL MMW .oa nrs / J----d 500 11 we wa. .rre O are c.l9 n'i t,p� �[L\•i yIY.1\l'M1NL1J4 �Y MJLLY IJ6 fE.4 b \OlAmp (�Y O.� A\►MAYS luY�1.ON i\YOI.Man • Ise r N. �i �`1��tilxtfi \� sr. wv 1�. DIVISION Of HIGHWAYS WQSf11r1g10r1 StOfe S. W.GRAPY WAY BRIDGE Wo Department Of TromPOrichOn REPLACEMENT D-I pp rNf`i' LANDSCAPE PLAN 6g �ii bvtL •. Ha e n.w 3 u+w MASK) O.f• 2 ! 2 S t 10.rp `\ . 14 e r a Io 11 A , ' w 1 Ia.10I I R40r S�P Io ROAD • I O.N o.w 0010 r ' 13.50 q1 Old!) A t \ ! I t0 to , ♦ _ • � �/ / /p � ) ♦ Y~ \P \ \\ / � —_,mot, a • Yr Pf 10 q w / 11 30 31 U.ff / ---- t / It Is Ol'al isoev 13 Q� 1• U 4VF 3 na • • \r. •t .� ' i N'Br 1 `l a n.ae u IHN • q N S Y R 2 1• WES,` APPROACH I L1e' Is Ie' 'yy' am�' {{11 N i— eoeo eoe6 17 oo>o ...0 St2 MTAIL 1 • • // 0000 v000 ooe0 Oe oO "AB �_ lo. ' p1 a e.ee 1 • _ f_'T—1 a e o0 oo0e oo=o ..0 $Q e _ ••_ ! • T STA. 16.66 TO STA. 30.23 1 Il LEFT TURN CNANNELIZATION Co + I S •ESCEPT 4,j INTERURBAN ME f ti 1.A T)PICAL LANE LINE DETAILS NTS • DEVIL I S.W. GRADY se a 1' 1440 WAY er! !• •+ aa.N 2 N 1 e nM. I.tf 1 AT wat • 1 A • R . e + t 1 1 i� w • Sa.w t 3♦s•0 3•.ae s♦.A E N \ .• at••• EAST APPROACH " SIR••0 R.A 33.96 e, N uFRIs co Conau6lnq Env I Seattle I a.. 1.OtiMl 11 I ROAD 96 R 11 5 t '(� to N ON o•w � .. a M _ R a R • ' IS / Es ar to at 14 V ♦E 43 • OHS / � T / ' �OE•O .N / / Ir N Ir IS w CONSTRUCTION NOTES cf N.N a♦ P CD K1lTK INFIIC •YTTgI 10 (r[LLOYI) ss R a2 n e V) KAlTIC TNAMK WTTN IO' IrMTO ¢R WESTAPPROACH Nan` TRAIV'D "rt`AS(o«Lr, OKASTN LEFT nMM MgOr + �.• {'R , O6 KNTK RISK, TURN MII14r OPLASTIC STUE W N T KAfM tlIN31YAl1t IE"r10[. •'41 o • - 1 \ CTION -4 m A O i'rO( 10.0 Ogl•LE TELLDw NN' !TRIM M.O.C. +H on CONSTRUCTION NOTES O ♦'NOE SOLO O E TELLOW M•IT SINK 20''D.0 COMA WAS RNIA (SEE STO KIN E-S) (t RE1gV[EXIST T11[A wOCM CUR$i rv.1 ID ♦ WO[ YELLOW SNIP ]TRIM O O(o G1 At CONSTRUCT TRARIC IaLY10 AS 1WWN 11 WIC( ]KID WMITF MNT STNM I-VY A,N,WM PVMT CL r Atilt cp C, WNT. ORRL AY IL TIM A •_OGt AASEIC CURB EXIST PWT TD NRMAIN M TIM c wolx TRAFPTc cols T <0 TRAFFIC ISLAND DETAIL ♦ NE TTPI4L LANE LIN[MIAIL. HTO lk yA Nis. If TIM I LANE WARN a YCn TIM 2• LAN! IWRA �\ t• n „ T,PE E.LAME NAM" 1. E Hw WAY O KENSL! smDE PDST.TIM C-S SS.N $ SIGN LEGEND + .so N R R e (EXIST"IMATE LOCAT'E.STW MI s T •O\ rI (NEW LOCATION) [OSTM• SIGN \ (NEW LOCATQt) mN[MO•'E EXISTING $IEM ASMMwT 1 V M[w MeM NSCM•LY Y to _- ____. 4 MEW CIA EXI•TM• SIM ON NEW PONT US LUMINAME PK[ (Set sLNEWLE) q [XISTIM SNN A tM8LY II R I ♦ • I • 1• NPw S♦.S5 S♦.n) x N ! SEE MRNANENT Sq4 SCNEDUlE. EAST APPROACH R SEEE79 fE • F }J.M+MI'RtEI CITY ORF RENTON PD D[EART...1 01 •YNLIC WONRN S.W.GRADY WAY �..*'L♦ yE,�L� BRIDGE REPLACEMENT CHANNELIZATION d SIGNING URS COMPANY wwL K L .. N_I • w,__ Cm8Uu ng8M0 WII ETpineets end Analysis S9SIN r I ,gr�gGq 1 s WEST APPROACH 1 2"•YNI17 WK "T CL a. , VYII•.L[o(•TX (1�-O"1CaV lN(D aq/LLINa IOa COUIU[ � a L"QIULNto LMaaCINo TD•cov,u (M LD(NI TYPICAL SECTION 1 TEMPORARY CONNECTION 1 E t W GRADY --------- --- ---------- ------ -- .t I 8 Nr EAST APPROACH LEGEND m '�1 NLr sioX.auwu call /q1 tLYMNh., SWIM rn-1 O n( aXUT! u . n. U".N` conaumse Em to .AM aw-laa ItI :-ba-il I uawT W.". 4 r.NISI IN.4NN I W � G.R.Iti•( ANION* b.ttY 1 RAILS SMALL T A FRONT AN d ACK AND MITI aTS OR WN a -••—_D'—G' GGFIALLL K EFLECTOIOgD Yp THE ENTIREM YK $G J . .•� .. ��'/ t. KWNG Y W f1YlL of K•L[Dt OR SKID SERVED 4ACN NDO A � � t Yll] AND "KILS[MALL K YLV1NItE11 • G' l ` ♦ WU tM ALL YNMGAD[5 SNLLI K llKl LEMTM DDIITINUDIIt FIECLS I r \ E 1 ' [CR.SNALL K FULL LEwiN CdTINDOUS a ;•= )^::;— , w' TYPE m BARRICADE 7 1 -• �'-i-�• • �� i .00TRUCTM NOTES a �1 •"WIDE MID DDURLE TELIM PRINT YTRIK a"O.0 • �� 1 Oa 1 1 WIDE SOLID rMITt PRINT STRIK •`\ �7 t•"'YIDE MIRED YTONW • 1tYroIlAn ROI.TI YNNYR,1T141 t,CMQET[ WESTAPPROACH //O�� MINTED LEFI TURN,TRAFFIC ANION AINTED MMT TUK TRAFFIC ARROW 7 T[K R YNNICAK.IKE AUTCO a4a,A-A.NiN Wk,I..MSI a $a GA'. DRAY WITH TYPE A MAIN"UONT u'•wIT crvEnKE YDccD ac-E.INNw YwNc `A `` O WNm. IYgCT ATTENIIETdI,FLM A sUl1[ v Nwlw LIMITS,TEIIRYYI, 0YlClaDNS rI-. W W' (J IF WE . V a AV R is. I 11-2 II It Air. • � YIM IIOOFI Mow 1• a � � n gDiU � Wi IF As k / / a .'t:FeL WAY i• I , vv / j v. tot � 1 \ — — --I.NVLKaa----- — — EAST APPROACH G .•Yo' rn v hI r o-1 ..r IFnEND A 4 RAr NON AsuwLr CITY OF RENTON DaNAJITYa Nf or RUb,.,c veRYA FDA TETFFDIINIT SIGNING •wEDUL[. S.W.GRADY WAY Kt "Its E• A is , � � REPLACEMENT TEMPORARY URS COMPANY rK C outong EnpNTssro and Analysts �e sl.m.,w.11YnwOn ,•, MINIM, .. •IFN Yft rM.MtY. A F,_A N,,J _ D C h R ww.*AW i' bot al MMr'N BWf / b --------a ————————————— —————————— — —`--------------------------� r r I o=+�' � •'•-arN �i(aM1 o•-sw' �' •= i�Jli• s=/'_ 1 v PLAN g„ ow /e-so w•o�.x+ c M•• / 7 T/ww...ng.. Hier/ lbp orlbrRf!.4iu'[(ApI �/ H'er/?F{[4/Q�1.6i+1 G'N �LAu� Ya�f. i ercear .4 id O I ii i s 0 n'_.- AS j Maki. AL � I.eltiiM ray aot'0M --- _�i -- -- "-__----- ._--..- i ---I Ar(N s.a[ *per Aie►Y d s[.71i�76w +� � M• Y-o'WH� L_ AU R' V •IWHO A6 L_ M �Ag Wrt m/ ,a ELEVATION A io Sm/a *,./<o. '/)i wm Rd ps 9► AM —�.AS M p Qw1Yn[d J/At 74. � . b � FOOTING PLAN VA8 • F�--{yl�� 1nhw� Mc�n.efi [4wm MewprwN,�,L •-M 1141OL » wr Z-403 31 /' K • rr altf 6 A.-a-aa.sa,o7 xs p ST c Abot of A>.»O Srrt ''�.t.Yul Eitr „biM 7l i1�1r'! drew N R EN ---' Afiv y Ancrole ll—m—db .v�iAl �------ ----'_"---'--_----� a �7 Oi.gnt 4"&w..47 • ® A ti ,Alarm At A9 ..• J7• db•AwJA♦il i o5va stele• __s=sa• s v A' a•K• Aw Al As f1�r--ri—a•-TII r-pr 114, # M+r-sbSft.A-o,xs A + A• OrY. e•v. AAO AD �Caet/.MwM p r srs..v rS•AL' AN AM / _ •S 1 le } �i � /Mrt. l7rt. A! os g- As Ai"Z. v •IY �— � / 1 -T � 1 � Atrr/q'�..� + [4rrWrAllr./'AIF• LIAI i i I Jan grr•lt Gts.f6 ' I.! +dr/h-a1>e'dArrn ]I ar'lwW marb+. __ ___LI AiY 4— AMA" Awt Alf PLI- MN P•Aw to CT M-•-1-t-0 -- � AM �' �o �cnb yr•r-d' ow AKr aNr ZPy N v —eV A�n �-lAwrra,lb! Anr Aoo9l* '� i= • N'i•frro/ OOP--- '1—T; 4vul.b�nf , f A• M Me A�°Oa`'' �AWat aawwl Aavi ad •S_• /.d•At!— A` Ckmf"nt wAevf bra " Ar IJ!'tlr.Qk � —�A76'EMI.d•-iAh AO'Aai/ J, io SECTION,*v* sv'•!!o' Aoee of odvtnewt Aa r •tt3•! AM 10 TIE OAR DETAIL y F o• ! .S At'AA V .r I ✓ CITY OF RENTON AY. AN C\th.o twj— • • » e•r•.rw.w♦ OF •O.uc wo". ---- a SECT k.r• S.w.GRADY WAY BRIDGE B 10 .A+ah 4>t'•0o• Iy'.fo- LACEMENT PER101E - PLAN.ELEM"AM MMON Arol UP9 COMPANY ►.ww.n.d.r.. Consumnp Enu��xlels snO AlWyq• - cwacw.._ . "'"" Seattle.W.a1>trgbn Iw wr w 'rw •u. •..•..•>—.__.. — .w,14_«- _ _ jMWIP a-- __— ———-�11I\ ' rev"+sw.r P" row-m i i �.-. matftlafle At "-------- ~\ _ —\ \ -- ------- — i I � `\ 11 I I \� \\•� I_ \�— -- J77jlia'--- 7L ------ — FOOTING LOCATION PLAN I 2 2 21 _ ^� 7i' N irotiny 7ypt,d l /Wv/.ir '3" N i irmi----- 1 r -L----------------- ------------ i t FOOTING LOCATION PLAN -}--------- •• i-�7 -j�� so- �yelaee Me�1U1e [Millen IRS meoryero�ea.o.s Co�Mdl Engi U ..�. Slpttll. YYpIac . d y N N — :: ro•ravr s•-o- b i 4 .fitII Q 'O• I I I I R es M J-N.V i � - ,r O O � O O I O O ap 0 0 ,t2 i 1~~ Y A. e 1 w *1 O 0 O n'r O O O O w i M ' O O � r 7 0000 0 0 �r TYPE fir;,y r� �yP — , a \--- --- ---------� i_�. 6w„A.rvnr.r. - I TYPE- II 1 \, I \\\ \ \ I 1 awa ie'•�a• A IA,"fir 1 i 1 ! �\ j :o• :o =o• e• :v L:o' o o• o• s:o• 17r� �y�---- -� IL-----------------r-t y nv � op 4 s 0,n a ,� 0 0 Ar.oacwwr.� - O O O O T13N PLAN 4 „ •w I % i w o a o 0 0 b Q K r2"� _ a a O 0000 r 0 0 0 0 o a Olo o Ia 0 Oil N PII/• AMbpn» (Lt Oaa.) PMr N, TyP ar ca-.+in /Oerng em! Penirna Mn bHfiny Pi/ry fYr AlarAwanr Fivr� f/W.0/D TYPE-M TYPE- IY ,Man 1 ---LD--------------- -f R•Ca lv ;�92afc=.is•.i:o• 'sca,ar ,•s•,�co• L f le 0 1 1 li CITY OF RENTON 40 S,W GRADY WAY SRg6E I I f t �_•_ — —�--- \ REPLACEMEWT _,rp_- --"—•— FOOTING LOCATrOM PL" U •• .S. COMPANY - k........v y, Consuaing Engineers and Analysts ••• Seattle,Washington ... we..aY .. •.RR. e... w•owe__.�_ rYR..t_..{3 STRUCTURES Sea Anchp .Noe De1ed `1 S-- — or" steed.11a 0o a a1 lav 7 sea anch« Heq Doll"N � 0„ Anr►er AN (!/a'01 J-I/ Is RE !r' . x In' w \� 6J IDr•1y1111' a hale in cv) ` �- 111 pralel M161 [OTpanenN of —'hp aeaerlr END ANCHOR, TYPE I END ANCHOR, TYPE E of FDtlnnfe A 9-731S10 Soec 9-O02` Anchor RN, 3/1' • . unpin ea remove A.,C,HOR HEAO OETA. le) OWN areee 1 -10' .and, threaded [ ININ) for bridge Cecil embedment G160 Dor Special Provloane 10I The Mete -S I/T . ihreoded 2'ININ: an end coal from anchor head 0`-10% IeIIY Ihreeded or Ipoeded ) 111111141 lace no pro*. pollelellehe « PVC. 1' 0 . "long Preformed Jowl Patel, 1/2' rh.ce . frill doom i ® V2' a . R" Note. needed 0e11 for bee-p+ce CACAO, Boa malailol on Pavement soa1, mmeneened per plans Grier .ern one laver IEo' oe ChCi M1e beg fell Stop connec10l, 3 long, tmepeu .. fe r., O eu dnchp aa. PL 1N' . 2 1/2` SO ..In 2 Art. twali End Anchor (N 2 OC for lo, .oadvaw e•mt along pace of br•age pavement "at, ParmN1 le 1000.0, cenNn.no iCrAo in On.. or SraN ever mere.w'de) END ANCHOR DETAILS MATERIAL SPECIFICATIONS RfIAllgreeN [deal ASTO AEIS, Fade RO EVA *Agar Rad•PNM "TO AM CaPglrigaa <Mr-[Ab1MN) Chile* A -- � DYV191ON Of 11i8MMAYS ID I-?05-3(fr3S) y B1PM-/288(2) 'WitVOT ams l Zf493 WR N[Hfl101a awgPRODearn� Y eeA�add Me.IMe ••e. yam.- Wnap bleb.Hll chief tope Ahefar Red ls/e'AI — ril�'V PL SN' . 2 1/2' SD (Dta IS/ta'd kW M Ur) dnaad a cat to ---- fit Aacbor Head Peat "lot co.pahents Of entha wsw.MT .i.One cootof foroNN A-0-13 Isle spat 9-082) t41 �✓ ANCHOR HEAD DETAIL 0• _ ® AYPPN.InN� Stew a- a .A'-0' Ter (0 9". ap.oq 'We. a' Ira. .iet e. 'ho.n ® Sr►ple.anto• steel d-*So a'-0" Tn(2) a Sella. I21 (/ a' Avis , bepnn.e worok A' • eS• fre. .let as She., PNu and ba Tap Sap,I Steel NNa one to Too Steel.at Plese .it IAe St. Sap,I Stop oboes and to at. St",MI Bible Approecb Sloe utPnapn to Hero i.np Top a St. S reel utondo to 2" CL bp. earaAo .not sur ben ® End Ancnen ® Po.e.em Spot S.,dae Deck ® Sr.dp Grote 1e101 ® andea Roll Treff., Jarr Ht Stne. Caro L-ep © P'aad SAoulder ® Prdor.ed fillet. 1/2 thick . tall sloe depth between slob one dock,Ames ohd •Ana well BRIDGE GRATE INLET DETAIL DIVISION OF HIGHWAYS CITY OF RENTON sue �� S.W. GRADY WAY BRIDGE -" +W' tm1 REPLACEMENT F` BRIDGE APPROACH SLAB DETAILS C3 1 rose 7=j It The 010n Gealts reprosenn only the pa4C 12 . 25 slab lead Wa .nth 11dismte r%ar All Ap,,,ml Slea carl late OMII Oe far fWI aalh of "Ofla. IOMS Old ehaWbrr 01 both 0.00 of the bridge yw rap e.ten4pn to Ytcllroa Nto~s COntinlya 1deel sl abn9 and .loll IhK%neee in the lane relationship as •n tM beP, rise m00Yle t PLAN '0 "2" —_ r&(a2 0IMAci �la , .a � 2 ► . I v2" Ct r 61 See CONSTRUCTION NOTE No • 2 Ilea 2 Q CL C,whed SarfaUhO Top Courra �5ee Eno Anchor DataN 0.2 (MIN) cumpactaC damn ISh 2 of 2 Sh) LONGITUDIN•L SECTION OAR LIST FOR STANOARD 12• It 25' SLAB (NO SKEW) LOCATION MARK SIZE NO LEMGTNe Lowlwtmal Sallow I 8 10 25'.q• LosbltWthal bottom 8 10 26 0'• LONprlaatlel 9011M 8 9 26 0 Lartgo o•na Top 5 10 2• -e St, TrWe M Mean end Tap S St If,-e'Srr Vartmell SYOpff _ • S6 }`-2 -0 Sit TreMeWea Te eW —` S N 2 D�SIr A►►ROpiMATE QUANTITIES MATERIAL iPECIFICATIONS Sweet Remtercmj Bar (pawnbn 2.760 AI Sleet OW l"t tpou ) SO Rnnforcme Steal ASTM ApS• Grab 60 Celactalo lewlem 'Woo 1 12 Etta stitcher Roe A 1`414 •STY AS6 BENDING DIAGRAM Doeal eon ASTM ASS, Greb eat r wnC.rdoy ColI lA,r Ehvomoa) Ciao, A - 'taf to DW DW Te Om • T- I Y LenOthen Mare C lbeeeh Mare It pan la like. sMIW lene ona sisal ache STATE [[D.Mp M01 NO DIVISION OF HIGHWAYS omavii ----- 'a WASH I-405 3� BPy1_/zmW . .. — - --- - B3l✓!o6 1A 27/A93 yrt - REv15tON eY APa smalls. t 1 ( - CONSTRUCTION NOTES GENERAL NOTES `M u 1 - I fN contract Pron. and Spaclel ►.orw I RoWost design ..,beau from Angn It Mono to delah.es whothsr .eadway alb Sl,vet..es breath .heft of slat w to be formes normal to to-sweat east depth differ• re6May eemallM Of p.N1H to pow- let • • © - meal toot from I'-!', or S [ - may, (b) sears estoeds SO' m I f( E IMr06C t If Plans mdltele *#any eooteb steel Is sus, #OwlMrr ►.,pa met. hose I rorenM rd.6 s Z DEC, hers of sleoNrd 00611 *Is* be j - 0 o•e6y tested leteo•t Tr66e.ers6 .o1- A _ tom steel) ® u � N - t o. PCC ,tobar. I' 0 Wong tenwe- Not to Center I,.* �i OC hang lien" �1 , I was constr.cl,on Ian, Addd,onal "floft are shown on •,•.anal be" N slob COMn.t, ,•mega to MCluw 1 ho Np, s ea T I two. Y-6"4ewt - v=. S AeM6es0 Stab edge treatment 2' 2 1/2 CL 16) Et•on" p.d Deloen atdge met "it .f-� -t -edge both"dos ..fit vY It 3 Ih) LOMI'AM 10.101.0, edge -,doe .,In R'A (C) T.enws.se Gansu. t,al Pool be- t.gan slab and PCC roadway -ad" bo "ws .Ito VY A 441 Lonp,wd,nal Conar.Crolo purr b6- I.een 1d,0(4nf 16M1 Only .non.e_ owed -edge fnp so., Only .,m I/6'A Add,tlonol delalt are shO.n On 1101a spas i at%5— pnr , MATERIAL SPECIFICATIONS Stool ASTM 4615, G,ade 60 b Too ro,nfarcomwr 4"P Oo s.ePQ`led N Mas 6 bas a••en Mto ..bplodt Oa 60d •Plot* ASTM A36 o1oO.,M6f"r ,no lono..no Comp. ASTM 4615. Waste 60 p" ienp•I.mnpi. 4.,-En116,n6111 Close A 2 -g- r,onevsrsatq DIVISION OF HIGHWAYS CITY Of IIENTOM • AM Washington Stole W40 Deportment of Transportation sw. oRAw WAY EaloaE NEPLACEMENT F� BRIDGE APPROACH SLAB r03 SIGNS ' L SIGN SIGN CODE LOCATION SIGN SIZE LETTER SIZE POST POST PO NO. NUMBER (STATION NO.) X Y OR CODE MATERIAL SIZE H1 H 1 R1-2 (Yield) 10+43 Lt - flood 4"x4" 4' 2 1111-9 (Crosswalk) 10+54 Lt hood 4"x6" 6' R-3 R9-3 (Pedestrian) 10+35 Rt 4 R9-2 Crosswalk 10+38 Rt i2" 18" Std Nood q"xq" 5 R9-2 (Crosswalk) 10+38 Rt 12" 18" St: 6 Tukwila Limits S eed 1 + - - Mood " 7 +•12-2 (°ide Road) 11+75 Rt hoot: 4'W" 14' E D3-2 (Street Name) 11+75 Rt 9 R3-7 (Right Turn) '2+00 Lt 10 W1-2 (Curve) 1 +50 Rt 30" 30" Std ;food 4"x4" 14' 11 03- (Signal ) 13+00 Lt - - good 41.x4" 14' 12 R1-1 (Stop) 13+20 Rt Mood 4"0" 14' 13 R5-1 (Do Not Enter) 13+20 Rt 14 R5-9 (Wronn Slay) 13+20 Rt _ 15 R3-2 (No Left Turn) dote 4 .30, ;0" Std !ood 4"x4" 14' R-16 01-2 (Destination) U-Turn Route - - - 17 R7-1 (No Parking) Note 4 - - 'ood 4"x4" 14' 18 R7-201 (Tow-Awav) Note 4 _ _ - R-19 R12-104eight Limit) U-Turn Route - - - R-20 "Grady Way Br" U-Turn Route - - - - 21 R1-1 (Stop) 13+45 Rt - - Hood 4"x4" 14' 22 R5-1 (Do Not Enter) 13+45 Rt _ 23 R5-9 (Wrong Clay) 13+45 Rt _ R-24 111-1 (Stop) 13+40 Rt NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FI FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES 0-11, 0-12, FOR CODE REFERENCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIG SIGN_SPECIFICATION NOTES 1. RELOCATE TO NEW SUPPORT. 2. RE110VE. 3. MOUNT ON LUM NA1RE POLE. 4. LOCATION TO BE DETERMI3�'D IN THE FIELD BY ENGINEE1. REV. 1974 RIE610N NO. •TATI •[D. AID PIMJKCT NO. 10 WASH. B(L v1t - 12 88(,L) E 1 83WI06 POST POST POST LENGTH CLEARANCE REMARKS MATERIAL SIZE H1 H2 I H3 H4 V I W 11 Wood 4"x4" 4' 7 ' B.5' Note 1 7' 8.5' Note 1 at Crosswalk Wood 4"x6" 16' _ Note 2 Plount on North Side of Post Wood 4" Hount on South Side of Post 7' 3.5' Note 1 Wood " flood 4"x4" 14' 7' 3' Note 1 6' - I4onster Rd 7' - J Note 3 Wood 4"x4" 14' 7 3 Wood 4110" 14' 7' 3.5' Note 1 Wood 4"A4" 14' 7' 6' Note 1 on Front 7' - Note 1 on Back 5' Note 1 on Back Wood 4"x4" 14' 1 - - Note 2 Flood 4"x4" 14' 7' - Note 1 6' - Note 1 - - Note 2 - - Note 2 Mood 4"x4" 14' 7' 6' Note 1 on Front 7' - Note 1 on Back 5' - Note 1 on Back - Note 2 SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION, CITY OF RENTON LAN SHEET SERIES 0-11, 0-12, 0-13, 0-14, AND 0-15 S.W. GRADY WAY BRIDGE ILS SEE WASHINGTON STATE 'SIGN FABRICATION MANUAL'. REPLACEMENT WASHINGTON STATE ECIFICAT10N NOTES DEPARTMENT OF TRANSPORTATION _ °'"" + g OIYNPUI,wABNINaroN ATE TO NEVI SUPPORT, E ON LUM MIRE POLE. TION TO BE DETERMINED HE FIELD BY ENGI`IEE1. COVED LAIne 27, 1?83 CONTRACT NUMBER BNBET E 1 or 6 3 BNBm t � I w SIGN SIGN CODE LOCATION SIGN SIZE LETTER SI ' F POST POST PO NO. NUMBER (STATION NO.) X y OR CODE MATERIAL SIZE H1 H9 25 R1-1 (Stop) 0+50 (Monster Rd) Wood 4"xV 14' 26 I414-1 (Dead End) 1+00 (Monster Rd) ;Mood 4"x4" 14' ?1 R11-2 (Road Closed) 1+00 (Monster Rd) _ _ 28 R7-1 (No Parking) 15+25 Rt Wood 41,x4" 14' 29 R7-201 (Tow-dway) 15+25 Rt _ 30 1-12-2 (Side Read) 16+75 Lt hood 4'x4" 14' 31 03-2 (Street lane) 16+75 Lt 35' 9" -g - R-32 R12-1(Ileight Limit) 16+40 Rt - - _ 33 R7-1 (No Parking) 16+65 Rt - - ;lood 4"x4 ' 14' i 34 R7-201 (Two-4way) lr,+65 Rt - - _ _ 35 "Welcome" Sign 17+30 Lt - - _ 36 R2-1 (35 MPH) 17+50 Rt 24" 3,0 ;td Wood 4"x4" 14 ' R-37 "Welcome" Sign 17+70 Lt - - _ _ R-38 W12-4L (Clearance) 17+75 Lt R-39 W12-4R (Clearance) 17+75 Rt R-40 112-1 (25 MPH) 18+15 Rt R-41 111-1R (Curve) 18+75 Lt 42 141-3 (Curve) 21+90 Lt 10" 30" Std _ 43 R2--1 (25 11PH) 21*90 Lt 24" 10" Std _ R-44 R2-1 (25 MPH) 23*30 Lt 45 "City Limits" 24+15 Rt - 46 Renton Limits Speed 24+15 Rt 47 R2-1 (35 MPH) 30+45 Lt 24" 30" `,td _ 48 1 W2-2 (Side Road) 30+50 Rt Wood 4"x4" 14' l: NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL `ALOES SHALL aE DETERMINED IN THE FIE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES 0-11, 0-12, FOR CODE REFERENCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIG _S1r,N SPECIFICATION NOTES 1. kELOC.1TE TO NEW SUPPORT. 2. REMOVE. 3. MOUNT ON LUMINIIIRE POLE. 4. LOC4TION TO RE DETERMINED I`I TIIE FIELD 8Y ENGINEER. REV. 1974 I119617N NO. trA-M F[n. AID rwaKCT No. SHEET H!2- 10 wASI+. I-405-3 635 . . BRM- 1288(2) E2 B3W1 OST POST POST LENGTH CLEARANCE REMARKS TERIAL SIZE H1 H2 H3 H4 V W ood 4"x4" 14' 7' 8.5' Note 1 ood q^a 14' 7'ood 4°x4" 14, 6' Note 1 - - - 5' - Note 1 7 Note 1 - - - 6' 3' Note 1 ood )' 3.5' Note 1 Monster Rd - - - - Note 2 iood "x4" 14' 7' 3' Note 1 - - - 6' 3' Note i 8' Note 3 - Sign Furnished by City iood 4"x4" 14' 7' 3' - - - Note 2 - Note 2 _ - Note 2 _ Note 2 _ _ Note 2 10' - Note 3 7' - Note 3 - - _ Note 2 81 .rote 3 5' Note 3 7- Note 3 Wood 4"x4" 14' 14' 7' 1 3' Note 1 LL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. SHEET SERIES 0-11, G-12, 0-13, 0-14, AND 0-15 CITY OF RENTON S.W. GRADY WAY BRIDGE SEE WASHINGTON STATE 'SIGN FABRICATION MANUAL'. REPLACEMENT WAVNINGTON STATE X1 NOTES_ DEPARTME: T OF TRANSPORTATION 14 SUPPORT. # 1 f I.* OLTN: I WASHINGTON +...r 1IRE POLE. w s DETERMINED Y ENGINEFR. APFIIovED dune 27,J9B3 CONTRACT NUMBER SNEC E2 OF 63 SNEETS z IL IL SIGN SIGN CODE LOCATION SIGN SIZE LETTER SIZE POST POST PO NO. NUMBER (STATION NO.) X y OR CODE MATERIAL SIZE H1 H2 49 D3-2 (Street Name) 30450 Rt 48" 12" R-50 R2-1 (25 MPH) 31+75 Lt - - - - 51 W4-2 (Transition) 33+50 Rt 30" 30" Std food 4"x4" 14 ' R-52 R12-1(IJeight Limit) 34+40 Lt - - - - 53 D9 (Treatment Plant) 34+50 Lt feel 2 . Rd. 14' 54 D9 (Treatment Plant) 34+50 Lt 55 D3-1 (Street Name) 34+50 Lt 56 03-1 (Street Name) 34r5G Lt 57 R1-1 (Stop) 1+75Lt(Lonnacres Dr) 58 R2-1 (35 11PH) 37+00 Rt R-59 03-1 (Street Name) 38+15 Lt - 60 R1-1 (Stop) Note 4 Jood 4"x4" 14' R-61 D3-3 (U-Turn Route) Interurban Ave. - R-62 R12-](Weight Limit) Interurban Ave. R-63 "Grady Ilay Br" Interurban Ave. - R-64 D3-3 (U-Turn Route) Interurban Ave. R-65 R12-1 (Weight L .nit) Interurban Ave. - R-66 "Grady Way Br" Interurban Ave. NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FI FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES 0-11, G-12, FOR CODE REFERENCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIG SIGN SPECIFICATION NOTES 1. RELOCATE TO NEW SUPPORT. 2. REMOVE. 3. MOUNT ON LUMINAIRE POLE. 4. LOCATION TO BE DETERMINED IN THE FIELD BY EI. :INEFP.. REV. 1974 A RI[omm No. .Twit rro. wIc r110jacT No. n2t] I -12 405-3 (P3b 10 WASH. SRMI8(Z) E 3 J33WI0 POST POST LENGTH CLEARANCE REMARKS SIZE Hi H2 H:i H4 V W ( Lor.gacres Dr - - - - Note 2 4"xV 14 ' 7 ' 3' Note 2 Note 1 East 2'z Rd. 14' 7' 8.5' Side 7' Note 1 West Side 9.5' Note 1 9' Note 1 7' F'.5' Note 1 7' 3' Note 1 - - Note 2 41,XV 14' 7' Note 1 - Note 2 - Note 2 - Note 2 Note 2 Note 2 ;Dote 2 ETERMINED IN THE FIELD PRIOR TO FABRICATION. SERIES G-11, 0-12, 0-13, 0-14, AND 0-15 CITY OF RENTON SHINGTON STATE 'SIGN FABRICATION MANUAL'. S.W. GRADY WAY BRIDGE REPLACEMENT WASHINGTON STATE 4„ DEPARTNIMT Of TRANSPORTATION *1 OLTMPW WASHINGTON APPROVED Clup22 z' ;q9j CONTRACT NUMBER SN1E7 E 3 Or y 3 ENEETE t ' TEMPORARY 1 , TRAFFIC CONTROL DEVICES SIGN SIGN CODE LOCATION SIGN SIZE LETTER SIZE POST POST PO NO. NUMBER (STATION NO.) X Y OR CODE MATERIAL SIZE H1 H1 1 G20-2 End Const. ) 10+6C Lt 60" 40" 6"-C Wood 4,xW, 16' 16' 2 W20-1 Const. Ahd 10+60 Rt 48" 48" 7"-C Wood 4"x6" 16' 16 3 W4-2 (Transition) 12+65 Rt 36" 36" Std Wood 4"x6° 16' 4 W23-6 (Drum) 14+65 Lt 55 GAL 5 W23-6 (Drum) 14+80 Lt 55 GAL 6 W23-6 (Drum) 15+00 Lt 55 GAL 7 W23-6 (Druw) 15+25 Lt 55 GAL' 8 W23-6 (Crum) 15+45 Lt 55 GAL 9 W23-3 Barricade 16+00 Lt 10' 6' Type III ' 10 W23-3 (Barricade) 16+05 Lt 10' 6' Type ill 11 W23-3 (Barricade) 32+95 Lt 10' 6' Type 111 12 d23-3 (Barricade) 33+00 Lt 10, 6' Type Ill 13 W1-3 (Rev. Curve) 33+50 Rt 30' 30" Std 4:006- 4"x6" 14' 14 ;113-1 (25 MPH) 33+50 Rt 18" 18" 3"-L 15 4123-6 (Drum) 34+55 Lt 55 GAL 16 W23-6 (Drum) 34+80 Lt 55 GAL 17 W23-6 Drum 34+85 Lt 55 GAL 18 W23-6 (Drum) 34+85 Lt 55 GAL 19 W23-6 (Drum) 35+25 Lt 55 GAL 20 W23-6 (Drum) 35+25 Lt 55 GAL 21 W23-6 (Drum) 35+30 Lt 55 GAL 22 W23-6 (Drum) 35+55 Lt 55 GAL 23 tl-3 (barricade) 37+50 Lt 10' 6' Type III 24 :i23-3 Barricade 37+55 Lt 10' 6' T e ill NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL 'VALUES SHAH ac DETERMINED IN THE FIE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES G-11, 0-12, FOR CODE REFERENCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIG NOTE l: Black on Orange Black Non-Reflectorized Orange Background REV. 1974 IIEOION AfO. lTATf /t0. A40 •9WISCT NO. �.. 10 wwsM. 1-;4LOm3 i8�) E4 3W1 )ST POST POST LENGTH CLEARANCE REMARKS fERiAL SIZE H1 H2 H3 H4 V W ood 4"x6" 16' 16' 7' 6' ood 4"x6" 16' 16' 7' 6' mod 4"xV 16' " 6' Note 1 165' 45' 25 10, 5' See Detail Sheet 6 See Detail Sheet 6 See Detail Sheet 6 See Detail Sheet 6 ood 4"x6" 14' 7' 6' Note 1 _ 5' Note 1 5' 20' 45' 65' 45' 65, 20' 5' l See Detail Sheet 6 w T e 6 Warnin Licht LL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. SHEET SERIES G-11, 0-12, 0-13, 0-14, AND 0-15 CITY OF RENTON S.W. GRADY WAY BRIDGE EE WASHINGTON STATE 'SIGN FABRICATION MANUAL'. REPLACEMENT cn Orange si VAENINOTON STATE � DE/ARTMEI.T Of TRH..'SPORTATNMI Mon-Reflectorized ° 'it. OLiM%A,r4EMINO70M ce Background ArrROVEO(,/,'1-' 77 '793 CONTRACT Nu"EER ENEET c 4 O7 63 E"en N TEMPORARY TRAFFIC CONTROL mots , 1 , , 01 DEVICES SIGN SIGN CODE LOCATION SIGN SIZE LETTER SIZE POST POST POS NO. NUMBER (STATION N0.) X Y OR CODE MATERIAL SIZE H1 H2 25 R11-2 (Rd. Closed) 37+55 Lt 48" 30" 8"-D 4'-x4" 26 M4-10R (Detour) 40+00 Lt 48" 18" 6"-D Wood .x6" 12' 27 G20-2 (End Const.) 45+00 Rt 60" 40" 6"-C Wood 4"x6" 16' 28 n'1-3 (Rev. Curve) 45+00 Lt 30" 30" 1 Std Wood G"xC" 14 29 W13-1 (25 MPH) 45+00 Lt 18" 18" 3"-E 3C W20-2 (Detour) 55+00 Lt 48" t8" 6"-C Mood 4"x6" 16' 16' 31 1420-1 (Rd. Const. ) 55+00 Rt 48" 48" 7"-C Wood 4"x6" 16' 16 i 1 NOTES: POST LENGTHS SHOWN ARE API ROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES G-11, 0-12, G FOR CODE REFERFNCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIG 140TE 1 : Black on Orange Black Non-Reflectorized Orange Background REV. 1974 m-FaRm NO. iTAR PRO. Al MG. 10 WASH. _ ( z ) E5 ' ' W ST POST POST LENGTH CLEARANCE REMARKS TERIAL SIZE H1 H2 H3 H4 V I W 4 xc„ Mote 1 , on Barricade od 4"xG" 1 7- 6' od 4"x6" 1, od 4"xU 14' Note ' od 1"x6" 16' 16' 7' 61 - od 4"x6" 1�' 16' 7' 6' i L BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. CITY OF RENTON SHEET SERIES G-11, 0-12, 0-13, 0-14, AND 0-15 S.W. GRADY WAY BRIDGE EE WASHINGTON STATE 'SIGN FABRICATION MANUAL'. REPLACEMENT k on Orange WASHINGTON STATE . �� DE►ARTMELT OF TRANSPORTATION k Non-Reflectorized ' OLYMPIA,WASHINGTON ne Background '� ? , (w APPROvao I/unC 27,19B3 CONTRACT NUMSEN im0[T , T OP 63 ETA _- y-°•Imo.n,- ''-'' � -- ��., y� I `1�-tl7y �d-�Tj bib.. TOP REINFORCING SHOWN are..r (7U.t�yr) PLAN cwulnr elr sw.a' owl .ar=off_ AreAuw.d so, ereae r �r,� aW+�a amyy so,tMrr II 2'-O•(MmJ 71 v 14 TT BOTTOM REINFORCING SHOWN "-we rot *,wd PLAN sap t)dv..c te••• OIM./i —� p-�! IM NAva *Aoe...M w..liy,..j b am~to Lod." n •.1..r, dD-Omwr{V Mao /V• f'-1; ___.. I KY �1Jo•Arwrr 11[O �i 71w.vIYIAM ��RYHerw r-O• �f*7*dw COLUMN SECTION at •6rNa.t C _ /�\NT. r1p1111..N IMIM.(. w...r.l.lw.r.a ConwlUrlq Enpi r W/iM nwg J I DtlS-](Lx _�_. ... [)rim - • _ •M -y74 [w+✓ern[ ml•��yry dl► MrN Aybl•y 8n4e[. / --i J"M9 I Ati J-•I Aq Y E 4rck cq.ar a Lp I ep ,e R0494 y OM Id-Jr➢7 ` eer.wn OWN reer[e oy..f � : � fA�t.�yr) j I O G-•S• ([mh See shfte AV il I a�yaua � __ tr' ew •e a4IrM Mrewwr/ SN[o/ D:oMe f■ _ M•�AgR l'-0'(Mrn A , •d '--�1'09 Top r� � VC7 i a� AJwArwlwR OiT •-•sweO I I eat •a I I G SHOWN jcavesn'y aLLl"r rrbA�I rQY I � i rwen� �l t I (Ywaih I I I'ar r>ti.i ' ea �-•9 aon Airs 11 Dco4 rM •P-O' � v * T r 9 N1L N CITY OF RENTON O.l..TW9.t 01 I.OL. C WO..l • �`� S.W. GRADY WAY BRIDGE Ih•,;p� ° [ —i.�.--1 REPLACEMENT QQ ■w= _v w PIER 2.9.10O1t - PLANS AND S[Croo �(►�y(�}�l�\� /pNwT MPMI aM1 [Mlnwn ^V `�• \ � T •y w L �'/J -, MeryeralN,I�t �pnaultirp Erginesr[el .+....L._r..._. llllll _— S![tt10.'Nahre r .w�MW. n �w., vn .www.a_�._. •c [wm�.-r.�.. r I. e. I f LO• flwYwR e•w..wN Lf'wn )4ttf' � I �•eI I I �(M.IYI eerrt nlOA e r rsI A'49 4 I ( �iarw�//w' /e«e•wtw�.A.we• 40 f-NC PIr ;' �.�n,•e r1.. � �racfAr/� I --- - - - --- --- - --- - '"Yc- - --t- -r-� r---r- I ace Dfwl Os e••R1i! I I III i t � I I I I I C t it II I - �3nr d 'd.eg/rr II n eel a-wfnse' tlamyen erwn9 - .:ohan ,P.rn!anwrrnr �R I eanl N[H4rn..fN9e! (K __._.Woo 20-ee tt •/ler 9 - It"-O° K- Y0-•9 CI •Rwr.9 N_ w -•/0 tf O o'er to 20-40 CI 0 Aeo-It Id I 01 4' r l IO If•At' T— ' MfAr r" Ail meaw •Iq� ' � � _ _ ' �7� ate•w�I/ 1 At e4. _J3i.�w./eb••Is�o" . •o" •afl.fb'�pr-O" ELEVATION A 12 J1 q -/' ELEVATIONS AT X-BEAM AND FOOTINGS Ae�.00 --9 w lqw eey n roeu V# b VWW /nN^Aruuv wiM NaIKp' err i Cb✓a . LOCATION ELEVATIONS A B C 0 E f F T G hr t weli MM M.m sift ix so !e./9 So it Af. a 9/06 5&M 506e ff of 1700 sr *f ft UAS C /Nr p $530 $477 flwe K.% 17f0 /7 If 17 H fnp+. IWM1..p [qp..n rNr li �n�� 0*30 1f79 KM Ie.K tfo Il.K N K LtLI .... �•�•,,,t I f ILI.f � WIM ��Uf``�) I I• 1 f)4IOf 0� 64.f1f 'AAarI dArw• or BOOM CPAD- -f e A, A, # iM'frf. JYr OrM lc F.b MN \D Iee r•irCen• � ea NwWlr wAh 1�pi d ea-M'v I I I I of •-Nne K' A � ; ; � li� II I � i .� .•wJrA" �� I spw�� pw I ds.w.lonw er YK r A'v Sgwww+<'+r'k• \ r_� `_4 J I �_ �. 3- TifefeePr -e eAW t/F tAr 3'.we ffb •Punf _ fY TK Sb a P.v/O �, /r eat to fAYrp tl-T.Sb eP,..rl Ai-A A_N Cf 0~11 Air # N a'CR gL0b—m1• poll _._� y n J rI•. O •Y 1 1 1 I 11 I I I I .� ed•O% d' / /rLOf f'MIOI 91 AI_p'_._—___—.••I \-�PI n SIDE ELEVATION ION B a..r: »'-r-o• fr� y 4Al«�� AbAf ,bI19 pr,� pr,•.s in. ^yf Aa owrd CITY OF R E N T O N /^MAinr+cr wlwr NYY•cw� Adlr.n Cbkrmr rf.Lf TrfwT ^r •v.uc we•.• SW.GRADY WAY BRIDGE r a • • 'f REPLACEMENT —I PIER 2.3.10.II - ELEVATIONS wn••ve. w - •ua wo— _ CM - -- - UPS COMPANY Cf2 oue •.r` fHIM• MYuvb 401q•r• •,_12 we•.r•rW1,F.S. Conau''.6Ele.wa )fnC AnNyftf �, , ,. ..w. .... .w.e•.e_— •... ,ieeMr,W 'm W673. Grady Way Bridge 3X J'lI- rr-rrsw. n 4wc+.w aw. 'Ntl• /3'-99• -- — -- '•f• — 41.00 / IN I n►T') --�^— SSo pbd e ©J-•a 7bp A wr,o/Aob'es l-'— f-•n b➢ rT II""�� TOp REINFORC 0 1YN PLAN Wa�,.Aol JO'-e•( I�f�i,.l) J�N N'-J• If�.M I) .QMw7•• XfR•' rt•s• jol-e _ aaff Ao.f+wrs au.�s ./n e smw wr•.ew o►ar / \ O e•or June 1 - �i..ww .e/ a • �w.r n'ar Ofe• 7-A/Don-/ -r• -- d • — •~ cw�w __-"4 cw,on BOTTOM REINFORCING SHOWN PLAN 3-TNr••r-a yy CoA 1,77 I - - - nw O "77i8" J Vo.COLUMN SECTION ••��"d e•'�• x.k .•.,..d i _.__ URS C �nwer 4•M�M. •yl.,•n 'Ails� ,9x,ywwd i.,bev�— r�/�lR• �.. aa,r/ RI•lyar Y[ J•v/7qe �--�/�-�1 tl am �••a�• I / ``/�ar tiNor.s/ AcooltMeacwwY7► I (elflalw) 17 •s i A yh•Flrf a.rce/1e•.aa �--- —{� J-•n r Ctgo L6feYr") e�hM er ) � H M // '� �� uMy i e•we p' elf to t•aN JIB i /kav O" (err/y9►) . a N'•J• ffhM J) ®� wue' ey 7-M'INR e•w er.a ®e•�rear13 SECTION 1 Ae n-rs -- — Ar --JM ♦-•a�• -- Mr D"kcwrrf T J i •s riddwwl 7••a ean. !N'F/hr � t � F i 0 SHOWN Cifra }'�- � i eK GIIY i � 1 rora 1 - QT �Ala•� a5 PIYr9 7-•/l qyt IS SECTION µrap CITY OF RENTON yP/fM [ • •_ r sa.Aa.rar• or •ua�,c reaa. y.ro• N.. ... S W.GRADY WAY BRIDGE a [ • ? REPLACEMENT PIER 4 a 9 - /INM AID UCTION9 COMPANY ....�-r.r�. `�II(JJ MNND.MN.a.i CarwllnO E^Gl^••'a entl ArNMb ��.,N � rrar• a. M. C{Lw LOr N'1YN CM1rM f7lttr :IKLY f 4104 N.frN W•A • • i r_ . . i f. / �• N I- ' ' am �IV !Is s I I! 1p1M —I I I !\ I h M Fwlero•.G! �fdMr) MuAww+r/./Nr I ,jll/r{Mv'FII[aN (Ar.Ifw?� II j1 11 11 I ArIhtAI... W 1 IY- -C.Mawn A�.W t,".Ww 19t .Ault rs Awwn ,f1Yyr/ 1 - - /vs b b pin -0//Vfl /_ �__ __ PM J-I/O nM"Ma(rt alla . , t i 1 1 P,rM4 i � I 14I Ott-ty.•• tel a ELEVATION Kv ELEVATIONS AT X-BEAM AND FOOTINGS NA*-t apoc,ng or rqp Ode w,Awn,yr ro qmw /nrvhrvncv ,"./n YM`hCtl/ Cur ur Lbh+w. LOCATION ELEVATIONS A B C D E F G _P,." ♦ a1.1� 7�ia a►Or MIt /7a0 Np Mkt snp*, 4wMlw,. [IINmn. UAS C P,n A b/Ot 4p�/ 4G3f Jtrl AaGO 0i/1 W./7 cmwlnlnp Erg Seattle. I.wroe cwr wae' — a.e.M a P.er ��M,we✓6 s p,t� a�a At' •N• s 0• 6 Jhnr-w M' f in H 15 de a err d A_�tS^r 4 e. � a•s[st• 1 i i M 1•.!1'1�M� • AU � I .r.rwr. / e eeswrow I .Ir,I N• I Itt-wN O wn.. a sl n..f 7- JN.»a P�..- {� �1 in-to O o pw q l I!-nr S*t*N Pr..w I i Os6-08*/t' _ Osssa• '�� b O w6 e.t• a 1 I wa , toe* t _ I � I PN P-IP16• At 4ye ! ssi..w ew"'ss"a i'w' t= 1 I asp••,1/'-O" tj0' P o anwwn Al" — ski-�.. t0'-e• r.. ";ry N SIDE ELEVATIONi 9 M xa��H'•�`p• +•..�. CITY OF RENTON s•.e.Tr.rT o• w u�c weia• M,w.r .�oocuq er 7ep Ees n hnlwy. N sro.. - S.W. GRADY WAY BRIDGE McM'7!n»t. wim R.-naafi dsv in ebA w- t, � �e REPLACEMENT y1' MG —1Q PIER•e s - EL"TIDNS F - -. _._.. __.__I?UpRlngCOMPANYeT.w ewN4•b eMln.•n ` Is ^r f' 1.•vr«m..r.iuttnp M Wo entl I.nelyile F .... rw ....a•+.—_.____ Y ® 9-4i ic�p � f•0' -CwtM.afion drne I fps-�p7�r I � Ib-.ghuvo su-�v /`/�1•VYs"J A dt b - -- +i M r-Me 71P i �-�J I O *'�r � CbAwn �.�I�' e-ee lre — TOP REINFORCING SHOWN INt GYr.t�yr) PLAN Jd w••r.p- eowowkw Jaw o wah e-.,i..t. r ae,�tr mw 4w errt.ets �+(, r O t-Ni Dere - A -4-7 ti I /^'-� 1es61 e.��i epee. et'•t• -,�.__-.. � tA1MV P+Yltrr Ot-•.ie.n. BOTTOM REINFORCING SHOWN O N0480" PLAN 76-0q cl/)trvf .. rrA�i�w�iftgy Irse.. f"I,N-r�rcnlwa..s [ y tllw[ Air O.p•OY[MR�� Ks" 1 1��'_-. 1. KM \� �. ��q'OwMtr WSD �YV1J•Atd► l� ��TT"-- '--��rnl�J"ikc/r M rM ester p`mp~~" COLUMN SECTION -44) K. r:o• _ •p�M. MMpm [Mlwm .«.. w«eN.pr,a l Er1pi tJ'-_S•ffw�e I7 ---- • .�. w u•ra •rr-+ .c 1 Qrw1YWl5M.1 .YNi � f-N(ly� A•rn /RP�yd tY e-•.Itp. MP t•►A.w1I� A 1•aW Rp rf Arck AwNarsrM•N W k cd —----- •s A � s4'al►v i � e" 01 SodOHtllMMw Mn( � u'(#-i�*It lop� e �7 eel 1ovw.w.0 1 i aAw VAL— ew f-aiawt ®2-W so" f-e+iser. -fa(f•AI. Ale �•� .,�• \�J v•bt np `.� �wJ arm ty. I _ iAr Dock/ ArnRwwwn�— A Pb/M'R .1(%�pco�r � � • nrnI Ot-1N Nlt. I OM JMf- - 1 � 0>t•Jm gP.uw /1st) Ne f-rN fNa tY t•011 tAw. b ao•w tp r-o• c�'7 '� - ,- tQ(44�6 !v wao '•'Mca CITY OF RENTON .t•y ��• t • a a b e••/Jlrr•rr a. •u•tiic ro••. • 1 S.W.GRADY WAY BRIDGE p Kv �(p• 'h'•rc — REPLACEMENT �• PIER 5 S e - PLANS AND SECTWS Ln ._ M _. .. _..-__ UA8 COPANY rrw. AnYh.1. cmp»... •....«.w..P.s. ,;onw+llmo Enpiroe.s enO MWyab `••°•••_ — ..ua •�• "" Itb W e."u. I ow� I17 IRI IN R_C a f�Mr /�!• y! 1M 460 •/M/ Po[�' • d.M'•t/►►. Ill I. 7• • MR fI11M Ar ©Oi M90(r.) I I I « •I- +CIa• ' J om I I I I I I I I I 1 1 I,I 1 su� c-00(0/1• �l Amw tmsr wcnar VwWA* •t nv �ar•�5ri /^'� !t'D't /hr � CM�w[ MwiM�1.wN1 � 1 � 71- �I1ry 1tf-NAM• . �w Nei � f r l .1•I/Os .�_ �OI[1104# I G1n.rr r[I rA1 +-•wM. �. - L ti L Ary w/Ir _ yl_ ,- L -L4-L 9 ELEVATION ELEVATIONS AT X BEAM AND FOOTINGS MON Mµ7f quoaw+q er 8p 0" n tw.op ro*w w /nIl[n/r[n[y MN•1 IY/'//Ltl/ !ma's M Gb/a+Y1�. LOCATION ELEVATIONS A B C D E F G ....-�........ . 54.07 6107- .yMMN•t[ [�y1[•[�[ UAS C000rwI YM NM WY 0 MrI BA0 . 69 oN . Baf I _ 11 Y .I.11\ •Y IYYe{ 1 Am W.I-t3tm Z) rnnoc COMA t CUM:WA' 0 q._Cr /t f•ArMf •« �I 4w �N W•f.Ad►• An M 7- • NL H. Ir t.Aw tt A'er aw .'YM) � i1M Ii-N['q• l i iji I i L � i I I •T s-rJ ]I/r' /,a"�.e�o.r;uY Tr u/Ar+w l l �seeA.� 1 / —� „fAd f7A-/G C// •Mi rJ-/n 01 M•M-9 Cn CIf 7e-eY/ OfA..f � R -jar lL/Y'rar• �e•ar' —._— �. - - �...�.� -T 41 MN I oil N If SIDE ELEVATION CITY OF RENTON NON 01..11MIN' 01 •YeIIC WORM• .wy„er dlo0 a rrao Aws M PoaNgY +b o.wY/ S.W.GRADY WAY BRIDGE a+NNW..fY MYYI 1M/ri10/ .rY! M Qf/a•.'�. 1j'•re-��>�� REPLACEMENT PIER D f f — ELEVATIONS UR B COMPANY »• _ .,...� _ -- ur.myoraN,r e i:Oneultinq Ergmeara ena Ans"Is •�•• �BIIIe �/Y.ehI11010f1 IR YY.IYIM Y. M•Y d=N t��1_----- -- - — o•ww,r c>rr. wuS• 4t 0' _-----------ar'-O• L ® q..y/ rep r.ylOpwft~� aw 4 z WOO, y�r n4l+tgr�1 A OEM b bhlm .O'-.• !'-t' EMyvMdiMt�YN+� 1 �reoraltw�") TOP 1�lNlfORCINY NIgMI ___(1 / �, pL M see&. NNH�O` C>yl(VIMY Ad[f• .� COVN/V1/CIKvr JO'�V Ar (N[) 1-9r dpVV -1 SA 6•a LtiMir�/�- 1- t-OY MVII �� bl �+ Nil � I O + 1` I/E+VV 5-OW." --+ Ci1Nww /I'•1' __ >LN��/l�.M e1Mwr NdTTOM REINFORCMIO sNONN I-dw AM PLAN sw.: wa•r•w n6 001" v of cy 4mA" rm/7r•,I�� 76-0/0 O11wA nl•1 rwn (/M►) �A1Ar/ I wo...n.am,� n fe►arww7r7 j a...v Ae'Ata .�IrnNI.MAM Ou +s ra a+r r•Le"pw wt) COLUMN SECTION — +s7wA.ep 1php M�YIUb .eNM�H UA8 CO klv«yHMN,►�., E �, -- •os- Lu` Me ap gee Oul►il �� - o•e//Tgo Ll lknt I f 4 h�iU I -.t .Hl'hM11±f i I mom - `•-'--- Ft 6-•// Sao err I 1 I/1 aA� ITgs[ayrl I �-' I (ArI�-n.le) �x !•weon +•�,�l l asl l••/I bM. !•MIME. .ate Le. L fTRo.re/) IAQ �-d Abaphpred N,NhacMen 1 I � I I ✓ I I A-•/I •© V ----J l-Of/"II. 91� SECTION e An IIM AMN CITY OF RENTON o �� 0...111rt N• o• •p•l,c wewll. • �• � S.W.GRADY WAY BRIDGE M•it��— REPLACEMENT PIlR!�7 - PLARE YID atCTgrll URS COMPANYr 4.L,w JnMN•b fpinuo �"" .... I•.•.r•.•...,r.a Ga+eullhq Ergkesn lrrE An*ift •0 •••• •••• -- •«• 9NDM,W �..w�. .+ uw. •.w .n•wwa __..._..- __ _._.__ �..... D ..,Ll_ LtLw 90 ,ar�.r caw. Low --_ mw _ tom I_ a •/r -td4llmoolll Odom a ea • I vice«•A" •. .[ 1- RYW s e Rv I T,V.'All Wp of All^wrr.Rsw) It 0 Ill I tailC+ttnYa. �:�:�-�-- .a�"aamoiwr �v �a � 6-03 ry oil rr tYae•Rr•�/' I / I I nw.,..a,,.aK.,r..e Y_ I ' � �Ra>xs-ro•n• / �1;Wlad•n' a 4�IftoiL '�S."��mmoa M _still t _1,1b atd dell' A V ELEVATIONS AT X-13EAM AND FOOTINGS of�, •aw ,,, �,r IODATION E'_EVATIONS A 8 C D E F G ■ .�� w Iwr• M! Id.N "M All a70 !°.JI f°l1 {(_..{(\/�� A.a.. V anMhw� [+MM�n Y IW7 NM MM N71 axon taro dx•Q 6xSi Cl. -•_-• �w«ww•�a (,`p y�y t • R'Yl •RY-4 R 1 1-b err ev.ilwJ' c.•YY. INr' A •• oil, _... rrr•mYtrr r -jt#X` yi rw 1 1 1 4 i e7 •-Ra [ •d• boask fto M A•r•I -� er 46-16 r-. •4w. I *-me O •wr• •e n•«a •nr• i on, /r• _ / O tS 1A•, w O •tea' of +! 1 r 1 �T v /t0• IJw-mKe• Jto* ,J -04W.11ter ow MEo{wY I-•a 6C.' jw1- or PR~ AAMS b SIDE ELEVATION 1 o' lzv col, — CITY OF R[NTON Ab.y, ORRARVY•Y• O• •OR�IC WORK* 'tK!••• +M�-+'�I •I ftok W, A, a wd S.W.GRADY WAY BRIDGE M/a" t" . a lely av! ew +• A Gb/MIR • 1• Ir. .r.WK • »I eREPLACEMENT PI[F 6 7 — [L[WTgNf URS COMPANY .... •Y«R«.IN.r.a Canwekq Enpn.Yrr IY14 ArWysb w. S•NM,W R• YR•YYI .. jammaj .... WYH l�—«1L I 've, T • 0 it II I I � II � II n , I � _ � IIi Nf6"9WaS! II p II II II I` 1 M 40 IN7vRN9omwmt ck&W%"W Qi wrgm9D1AT! DMIH~ SPAN-NO.-2 NDfV.ALL QlROER5 ARC ORRA"EL TO N"'59'05^C. PARTIAL PLAN SCALE 16 - AURA NUOIXUBM I= uAS CO .wil^ND 9DW NDO RPA RKMG40N1N ISMS 3]0 AA NQTON 1 CorwA*v E 9EATflE WASNINOTON 9B18B �� e�rlw i i I I I I I i t IIN 1 1 W W 1 \ i I +I III I 1 7N Ntisaswove IrneR.+uuLn a►wwoN INitRlVDEN'/ awrrorE i SPAN NO. 2 SPAN No. 3.• 120V PIER N0.J StA 20�1lV PARTIAL PLAN 5CAL�E x••+•o — CITN OF RENTON O[PP Nf Y[Ni 0I PY.LIC r0.[. s.w � 1ocE &6:lavzo- MMENT FRAMM REJ1-SIM 2111 AlJMA allo<as ss INC C111LN . URS COMPANY Op P SEPRLE WASNINGTON%IN _ ��'w � rM.. �1 " 1 SEE DETAIL(I RGN►.EARTHTYLL See-IM-PLACE CURS W/MCTK L 14%4 --- — ----- 1 axb / rc n I + PREC.3T HT 45 CDEKJtETE TRA m �----- - I F===------ SCC SHEET 46 u O. �— -BENT RJDCIt T!• rc I t SCC DETAIL SEE SHT{S 1 M mi i i _ I rL -. .--- -- .- I - -- --_ ----- W —_ n ' I T T�su7oeR P Te- PRECAST CONC1 ETE TRAFFIC BARRIER _, _NH�'SS'03�C - _`✓ I I RELACATED IN STAGE 11 TO(N)-SEE &-MKOUT MR :I. L7LPANSION JOINT-SEE 9H73.a,IB41T Q TD I j END DIAPHRAGM- SEE 3NTS.IC417 WCAP CORBEL—+� V/ R b SCE sNr 10 1 SEE SHT.IS— L78J I _ - I > I -PREV G 4T1C 3T CONGER TR BENT AE SLIDER RATE Il S�SMT.M SEE DETAIL �,•B, INTwoollown 75•d L'Ip' 7=,' 1 Potec"T - _ SEC SHEETS F AND FZ SACK OF MMEMENT SEAT SNT u"-PRCG,Si CONCIFCR STA.10 OJ F TRAFFIC BARRIER-SCE SHT.tl fa (RICLUVW M BRIDGE OUAMITIC� q PARTIAL PLAN SG^LE: 4W.1'•0' NOTE.. ALL LARDERS ARE MRA LEL TO NE6*WO5'E. AXAM.s,laVoulag WC.- uws vrt ANp BiRUC�uM,FNL,NEFIXMp CpNKK1M1i5 RO ANFKWER PARK EAST SEATTLE I':ASHIN..TON1S11! C.dMJM10 M wr 4111Y-ISM ItI � ' OM'IG4 /Y lNl.�CURBC W/MGTAL MWDIWI. -6' PRECAST C0MORM TRAFFIC DAMRIEIE(A) SEE SHEET 46 NT SUPER TE- PCTAII 1 I 3WLUJ n' pRCCA4T CONCRETE T44APPIC l omm j 0lRAIL I RELOCAT(:O I�N}STAG!H TO(N)-EGG 9NT.M J I II I OLOCKOUT FOR EXPANSION JOINT-SEE SMTS.10,46147 END OIAPN4RAGM- GEE SM73.42 4 47 I I --- - - ' L T - } �- 4'GAP I 1 II II II II I PR ST CECAANCRECONCRETETRAFFIC MRRIGR(5) PRE ST —' INTeamman OWN~ MTpEMEm" OIAMAgM � PIER N0.2 SPAN }J- 2 1 SPAN N0.1 . 92'-3' SPA N1 2 12O-0' Y-S, PRECAST CONOEER TRAPPM: DARRIER 3EOMIENT3- $46 SPIACE3 03L0•• IMM'-OI' _—__.. . _-.—_..r W PAVEMENT SEAT ♦OG PARTIAL. PLAN ,4 CITY OF RENTON Ksru.r•N♦ or rNULc weRIL• scxE: S/13''I'-0' A �'�� S.W REPLLACEEMMMTIOGE Pmum R.AN-SPRR IEE AI.ltA=lf18NMMB IfIC?Ulm - •••p—� CIVIL AN06T11VOUML ENGMFERII CON5UL1.N5 � - 720 AND0VFA PAW EAST (p�,�10 EF1pF1MF�IIQ AF a"% SEATILE.WASMINGTONM ISO SeAMO,W Fw� �•'• GIRDER SCHEDULE N0 �' WGFr 114 FT. A' cum .STRANDS SHALL BE 1 'DIA. 270k SOAK SPAN 6CC TABLE - CONCRIM: MIN'CAMPREW t STREWITH lm WYS FIC• 0"U0 ODOO MIN.OOMPREbooz STRENGTH! Fti• 5000 6CL1O OIMCNSIONS J$ BLIMPUM,HAKPPED AND STRAIGHT PnL'TEN61ON CD 3 dN. dK GIRD GIRD.P1[Its a� F� HARPED SrRA1GHT �j �+ LOCATION C 4 D pp Q LCK 1 •, R a Yp - z OF C.G. STEEL (IN) oN TD TD el N2 PI P2Kh„ Np.Gf JACKNG NO.OF JACKINGj•� ARCH (IN.) IR C B v 5TR FORCE TRANDS NORCE2 U' J S (KIPS) (KIPS) Ov E Ft Fb Fa D A, 90' 9D' 12" 12' n 6'e'-9W' 21 9 2bo 20 579 2a 263 4.50 4.eo 6.11 6ro Y - 11;i rt 3s 142 17 12 34B 26 510 40 3.38 O3B 2 e ro 13 $4'4• 213 6T'Zs 4 3 / or 36 114'-54'4' 17 12 340 2B Bic, 40 3.38 6.54 2 B qy2 1414 544 IwIn♦ 1M'-j!,o 17 12 34B 2B 810 b 3.38 6.a6 Y S 1342 41Y' 415 6 ee m aw-21i2' 24 B 252 14 405 22 225 405 b i p�' 9' 1116 0 a1 SV 64-2v2` 24 5 252 14 406 22 2.25 Am St aw 9' as, ee ze 7 e" 114'-SW 17 12 346 25 010 40 3.38 1.36 2 4,3 h IV K/1'1 TIE' p I14-3f4" } 1 2 4 b' 10af1 B19 91.40 DT 14 4 13¢¢1 W' 9 / 92M, 114'-04' 2 5 Z' 14 a11: 114'-344" '7 12 546 2B El 9.Elio 40 38 0.36 2 4 131�' 14W 10W 10 at at' 3 11 A,L 90' 9d '4- '2" 07 54'-944 24 8 232 18 521 26 253 450 4So 4,63 60 2 ry4p' 111r2' n12 1OT END • GN10 uo�o • .wDlrrflln fR[KI Ta.TaMTNt 0[0[[w roTKt Tn or THE g Otlm[II Olfr[Rl1R[AT OIR06R�6 [ -MAR•R3IlIDRM[Or1W DfM011pRroMEAIT[ROf 6RMEITY a M RRAIa[r[TIU11R f4 -TI�CfrA4 wiDaTRf[DTRRE of TI�[IlywronR ansaa auvlrf a LaM N•R[D RIIAIy[Illyll F[ •711[DRTARL!fR4l TER 0T10R Df TIR 0110[R TD Tle!aR[R R GS N�CND BLOCK— aRAvm as•u IYlrm[rR4RD YDEY f• .1N p[T•Ra RE�Tit lBf Bf IE!• �roTl ARrlp AtMT Of IYV®[r11RR0•Telly►.�d � •RRCY�IR1yrt[IIOiIEG IDNIMRT[RaOIICLIIElCNDH I AVJM& ZNQIWgp=UW. Vas �O CIVII . 20,MDl1 •NDOVER 11111,1(MGI "k :CSOT" I":I N. W SEA1TiF WASHINGION BB1 BB i 64J6FT. uA FT. 'A' DIM. VDS SNALI BE 'DIA 270k SPAN SPAN n/E STReWATK@M DAYS ft 0000 0000 B3WI06 ]SIVE STRENGTN�IERhLSEIFtie .— = RAIwT PRETENSIONED Zd LOCATION DIM, DIM. GIRD GIINO.'hW aAR LIST C �u OF GG. STEEL (IN) ON TO Tp LOG.i1pN S¢E 6ENDx 1G DIAGRAM Hp�l'g AREA ON-) : C C 6 G1 GIRDER-BOTTOM FLANGE ♦ FR. 01ORh 's-v yN. FOc~i E it Fp FO G2 RD R- OP FLANGE ♦ a� ` 2 - 33 GIRDER TOP RANGE STR + 25 2.63 4.50 4.80 6.tt 4'6 2 36 11�'{ t{2 G4 GIRD • LONCi1TUDIly,L- 111 S G END BLACK- ITUDRWL 4 40 3.3B H536 ! 4T% 15V& 14LH7 2 H 5 END BLOCK S �� _ b ' GT END 6l�(X-TIES 4 D—WENSIONS b 3.36 6.56 1 S 13M2 A 534 END K-TI 4 it, ARE OUT TO OUT. 9 ENO BLOCK-TIF5 40 3.38 656 2' ; 13Y2 MLA' 415 GW GIRDE9-TDP FLANGE-FULL LENGTH 4 SA O V :ill Eno BLOCK EnTENS ION] 22 2.25 ♦,45 % 1 sv 9' i H 6 t NOTE POR'A'PM.SEE'GOIDCR SCHEDULE' 22 2.25 4.65 5B 1 6�6e 5' 647 sov' ..o.�.re a b 9.36 6.36 2 S/ 10' 1031H 73B SKEWED AN 7KE3NE0 3MN5 2 411,5Y8 q' 10�. 636 �OR62 2 6 13Y ww' 61t0 �'J�AW—AD—p1—RA-1IOION6 .0 335 4 E3 2 s 134' M1i' mHtl 253 ae 26 253 4.50 4.50 .6] 66 2'6 I1V6' 11K2' tt Ht2 2 � L6N6TN ELCVATIDN _ M16AA ON STATIDNIN6� NOTE. SIRDFJI LENGTw yWL� aE INOMe.SED AS NECESSARY TO COMPENSATE MR SHORTENING I , DUE TO PRESTRESS AND SNRINKAGE. LEHdTN - RAN ALONG GIRDER GRADE COMM �qTM HIM 5" SCREEDS TO THIS LWE—�-� M d v4 PT-. ]u Ft END OF f.-� ~SEND Of. ` GIRDER '---FINlSN GRADE LRIE GIROGt nqT��. FOR DIMEN]ION (C)SEE 2 u SCREED SETTING TISNG DIMENSION5 ` SCNEDU.E' SPAY AS SHOWN EO(IALLY $PACED BTWN. SKlwED A43L 14 BAR]. K¢S G] N ff ALCTO GIRDER � O�K��-Te _�� 1 1 NORMAL TO GWDfiN CITY OF RENTON - 3b' aRPUTr RKT OF .OrUC WORMS PLAN-TOP FLANGE END S.W.GRADY WAY MIDGE REPLACEMENT ``''--__ u�MMw wc 22 SKEWED SPANS PST ORDERS m,.wU3RK7Wi[MR( ii ccuMA*.N*5. Ups co SETAE DOVES PATON l9?flfl COnsul6nD EnDlnpers 4IIO Anrfysta -- -- Seatt�e W T•AT END PICKS fit S As SHE" HlTS•oMIT Q OLD" SACK FLANGES AT tom AT EITCRIDR END PIERS 1 1 It ONLY INT FACE OF CRITLRIOR WItOSR\ P .. LIFTING LOOPS, 7-V='DNA.STRANDS ,-THC TOP SURFACE OF GIRDER FLANGES ONALL DC RDUGH. DO NOT PL (PICK UP VERTICALLY) TROWEL OR SMOOTH AGGREGATE INTO PASTE. (40wevCR,THE j MAXIMUM DEVIATION FROM A PLANE &AFACE SHALL SE 14') SEE OTM01 IND �I FOR DETAIL� v �1 ' AINTERI Sim N '�• �/ t�M'[R OP GRAVITY, TOTAL ED STRANDS p MOIL j NIZAR KEYS S IRA'OPEN CENTER OP GRAVITY, IMRDSRS IT 4=4 TOTAL STRAIGHT STRANDS 1'- ! 'WARING RECESS DETAIL'(36 (END PIERS ONLY) END PICK!140 0.4 SPAN LENGTH(cm.-CTR.BRa6J t far ELO —rY 9' !I OI•PA,L O.•STIRR.,I OM•'10 CTRS.MAX. �i HARPED STRANDS? 4OES1I20" GIRDER ELEVATION FULL ILNGTN w/ -0, 21 NTS 3'-O• MIN.SILICC GIB X 5I1• {BYD M-0CR G®M lbCXRNDO� u• 6PR{ � ��.�� Oµ I �(rw ®S INT.PIERS ONLY .�-1� OAS TIES-LOLsT! AS Smom[is END k%Q O a INT.PIE" iL3• v O CXTEND SMS6 T INT.PIEM pllY SPACCS 'S' _ � GT N 11('0.R EXTEND S STRANDS I (STRANDS 11 -� .,7 •4+ i6 N--J ryOTE: CUT/J.L STRANDS PW r-p @INT PIERS THRU •S ONLY) Y. — I P CH,VAr6a LOCATION Y C IF--I—Tp "11 MP.) w NTH THC GIRDER CLADS i�SNf ENo PIERS o o '�n END BLOCK ELEVATION AS INDICATED FOR INT.6PMIW. INT.PIERS • - 8 tl NTS PAINT ENDS OF PLUSH STRANDS OM/ WITH AN APPROVED EPDXY RESIN T-VMIN., 3'-S'MAX . END BLOCK HAWEP STRAND! z1 TYPICAL CROS5-5` _------ —_ — - ) 21 NTS TCN. N0_ —_ '^ •A pI AT ENDS AHEAD c 5-1'-AT ENDS SACK , O'A 10 O J 11 STIRRUPS 2'-3' MAX. NOTE; EXTRA CAUTION MUST BE EXERCI 3'MA,NGL60R INSERT R.ns HANDLING AND PLACING ALL GIR rp7E. NO SKEW-EXTENDED ALL GIRDERS OVER JW FEET LO v END PIERS ON'Y-----+{ +ft�ARD9 4 REISP NOT SHOWN. BE BRACED LATERALLY TO PREP 5 21 PLAN SECTION THRU ENO BLOCK 7R BUCKLING, 6•i 21 NT •S S I-CHAM PER ' A k0PEN NIX-C G2 N \--SSE.E GIRDER FRAMING RAN 7 I TOOTH 'I END of P.S. I�� 2-S' 96 - .i).w STWUp 2'-S' MAX. GIRDER _. OM Fls TIES— I MINA._ M 7=6' NpTp�T£ 9KEWCD SPANS- Y SECTION THRU W 21 SA 8 21 PLAN SECTION THRU END 3LOCK !RNO D STRANDS¢ I D AT INT. DIAPHRAGM B a 11 NTS RCINF, NOT SHOWN. NTS r irl aRY IEto m A41E) 61NIJ6 IAITIRMCpATE DIAPHRAGM HDER FLANGES SMALL SE ROUGH. DO NOT F 41011T LOCATIONS FRAMING ,GREGATE INTO PASTE HOWEVER,THE OM A PLANE SURFACE SHALL BE VJ') -a(I•%411 SMEAR KEYS. OMIT SMEAR KEYS SYM. ABOUT 4,SPAN . AT EXTERIOR PACE OF EXTERKDR GIRDERS EXCEPT AS NOTED NOTE. —'— OMIT HOLES. SMEAR +NSt —21 PM.OPEN MOLE EXCEPT AT EXTERIOR GIRDERS KEYS( INSERTS CENTER OF GRAVITY, TOTAL JMIT MOLES+ PLACE INSERTS• I FROM SIDES OF 'ARPED STRANDS ^" 33 DIA.OPEN HOLE SEE'DIAPHRAGM DETAILS: Lam_ GIRDER @INTERIOR yI MIN• Pi R5 GRAVITY, !� - 2_UNIT MOLD-DOWN BIGHT EXTENDED STRANDS Q INTERIOR PIERS L,.— HARPING POINT lY 19 PARALLEL TO GIRDER) 0.4 SPAN LENGTH(CiR.•CIR.MGBJS Y-O' NOTE! IF THE LIFTING LOOPS EXTEND THRU JJ M ROADWAY SLAB THFY „MALL BE CUT OFF HARPED STRANDS I HARPED STRANDS EJN;:ZD BTWN. PRIOR TO POURING OF ROADWAY SLAB. ALL LIFTRE OF SAME MATERIAL SPLAYED POINTS AND I STRENGTH AS NG STRANDS A PRESTRESSING STRANDS. A z GIRDER ELEVATION WRA�N IFTING LOOPS SO THAT EACH STRAND WIILLPCA RY IT$ SHARE OF THE TOTAL LOAD. 2�1 � MTB S-B' • : IF EXTEND LIFTING LOOPS TO WITHIN 3' CLEAR `4 s CA 5 X 5.4 •{ PAtSEVORX OF THE COTTON OF THE GIRDER. HANGERS M_- N .. t — STOP OF GIRDER 2'F00.SFANS OF 8.5' •• OR GREATER- 04 • CM 1S (2'11b3�CIR, ITYP,) _ Gil 06 (HARPED STRANDS N ONLY). STRAND MS LOCAON SEQUENCE -- (z 14 ODD STRAND ALWA BE AS SHOWN.(i), 5AWTOOTH . ON Q GIRDER GIRDER �,�. 5' SEEEDGE*( TP1L m' 3 WARPSTRAND PATTERN AT GIRDER END p -I'CLR. 4 vI T O 21 KIM ,.ALL HARPED STRANDS PIERS) .p A IN EXCESS OF 12 TI- s -_ ® 2 SHALL BE PLACED u7 N "eW' 91k, 94' I roorM -1, i' IN THIS ® - \ 1'CLR. I cTrP.) _. . -191T R�n H T I IS N FO' 1 ,••6 I EXTE•OEO TRAND'J 2• 4ISISA- T' QIVW-7' Z. 1� LIT ALL STRANDS FLUSH TYR)CHAMFER !.21-C' (TIPWAMFER r INT.RER5ONLY H THE GIRDER ENDS EXCEPT I7.0' u (TYP.) _ —._� L ! �Y I .NDICATED POR INT. PIERS. IY4 t�'1' CENTER OF GRAVITY OF LOWER j NT ENDS OF FLUSH STRANDS ON G1 N%M1Kf HARPED STRAND BUNDLE j M AN 4PPROVEp EPDXY RESIN BETWEEN HARPING POINTS END BLOCK GIRDER 85'SPAN LONGER MT€ STRAND LOCATION SEQUENCE SI Be • AS SHOWN 04, ETC. z� TYPICAL CR055 SECTION 2 21 TYPICAL GIRDER END 4 n STRAND PATTERN AT 4L SPAN ' 21 NITS --- 21 NTS NM � 'n a4 4T ENDS d1EAD ON STATIONING 5-f%•AT ENDS BACK ON STATIONING NOTE: EXTRA CAUTION MUST BE EXERCISED IN E:W-EXTENDED HANDLING AND PLACING ALL GIRDERS. :INF. NOT SHOWN. ALL GIRDERS OVER 130 PEET LONG SMALL pP tAhy BE BRACED LATERALLY TO PREVENT TIPPING OR SUCKLING. (91 OR SUCKLING.4 OPEN HOLE ALPSA ENGINEERS 10r" S IP)e I SEE GIRDER W _ avn+Ru alnucluR.i lHPrvte RlHe cor.wtl.Hn �+.9A10 FRAMING PLAN - 320 ANDOVER PARK EAST L SEAT lE WA6HINGTON 961aa I TOOTH Y f—� 1 CITY OF R@Nl'ON F--i END OF ►.S. 1' PV AwTraN• or •uulc rPweR GIRDER UPS COMPANY S.W.GRADY WAY BRIDGE CDntM.mnq EnWimmRS and Analyst6 REPLACEMENT ED SRANS- 7 21 5 T1ON THRU WE0 s z+ SAWTOOTN DETAIL W � PRECAST GIRDERS ..a T'RA NIDSQ 21 A IN DIA HR4GM zl TITS s"•"-- -- �;HOWN. NTS cwcas. — ••._ AWW KJ� -�O et✓fro t.'A..,n) I ) I kw+k., ereu,orl.I) I I I I ��I _ O • I I IM^a••Mh%W [-y 5-,40./wAA I I ✓Jamey � ^�^ I I Ltet•A')rJaal' .r cek a a •; a Y wo RM•M Af -J /-✓ F✓ re' 410, bee .lxNoM• 8Y•a/t O5- -i kN aHa',aM', c a• �� .• Inovrna.•rb s,.e.,ti,,cn.v IM[b'b t h'•xip'0' SHEAR KEY DETAIL : w_ TYPICAL GIRDER STOP ur Acas i s Itt 4 zo SHEAR to 9cvv I I'4m['M R Qvlwe• Iwwy {•AnN.♦rW N A1e4. Aeee.Myl C21 !-oj �J��, I t 1 C 1 let-, I r•� 'BW AV. Me ub'e t{•yew e L s/ 0e�r'��yIw•e 4 r r lJsr=v e"° ",•s e�:.,°i w Y1g •I8 ti 40 40 . s I c �,a.•..n. c cn vnwg rwt 4 en mq&v/&r.nr n j� AW _PLAN VIEW 820 e.r.y ©Less\ 4�.SECTION r J•00 U m./ ewee. e•rMg t wiln �• J' o• t•/'�Ax`no^GN/a W ®ee P kY w ♦•du _ M e-.{a wkr.l7 klo ••• a/e,am N b Av Lp -- ^r — e..akHl • I es r•a x�o-es n CM • L-4Ad j- est 'Y ON Aoo r.✓ e{s � �N'erw — o..+hn► aaow.o�. alga _ � Wr,lnol caM{Tint 7 e{t ,. M (bNrnl � Nara F Ltw..n ew+•v,ss ,t✓ ,a✓ vr,urol xe..r a hes M �'sd.aer v.+ D io SECTIO tNroYnn 20 9eoN. SECTION SECTION ---• uR fr [M.�. M.eina. [nN..a, irO 20 9coN q•.l-o .... n.mw,r,[, wM E ......,a....... " 9 tft.W M. p�♦ Ilhb fb•j+Nti/SN t♦os-iti>�S PW 8lwloi �-� .!O'Orowwhv WPO •t /r.r.ra .9p� /.7w,wo�,�Y,.� I I � cHb�7rl:p'•• a WX VA ILO' w0h• S ''IbV�c IYrheW Mn/.P I'b,'1 M/WI *'IW M ftJ/M.YI A•AOYd A�'JA�yRf.i�le•r.oVd At Ws b b MqA ogol (NY sfb/L Mm"O11".d'--/l' olb,'b 8w4s*WAW% W//d b L It'.X'.00 • 1ncid"Aw 1b R STOP to SHEAR BLOCK DETAIL urpuest,aau+l zo SPIRAL DETAIL FOR COLUMN `�' 20 Sm& a•an I Jqo o/btafjv A•w/Myr am" ! WIN WO// /=p' -{-.-T C/Af��t .Sbyi f IeQ1� MW/ f o- nb ty C I El p i e X�ap IAYI $Ar" t A4sWY NMy MW/ vw" Two of i eaorno dd' ICY'Awh w AM or~— I0 i' At 1 solo Ssr• t _� e•wrq bA•n — ft Vivo/A VW, nw., T • �-- ji g, - coNal• \ loom f vs/y i _ 3 � 21 g' Af0 RS P A' RS 1 d� WING WALL REh,4F. DETAIL lb^ Llfldr/w!i!/ N - _- -__ - —`I � 20 9mro �Y•.r!pr *sow 7 An aL .!-♦5 n 1 P° M li'Mn PNIa / ool' 7 (A;) AA! t! AW CITY OF RENTON /l�. 1 ' _•. -� — f -� •tlitTYtYT or •attic .0..a W'•I'0 to SECTION .Y' _ S.W.GRADY WAY 8RIDGE '"'^ D 20 Scot. -n'.r'p' nn-.IF '' REPLACEMENT +M MLLANK" CCTAR.s fm anhm. _. .. _. URS COMPANY _ NaMMI♦ ttfN1YW. tt•ww M«YehIN,Iy► CmWlt nalybta wwavo _ WnW S�88,Z,n aa'glgRn *7ft J ep�iv),TOo -A[VRV//.h`Av�1TD• ( v fM.nv * to and AM/n[.d1n/b/ b prrwq RANv. & wC*VJac* Fd pV00 A/e wM1 3iNvee ONwIn R+d[°` ed01v A•riNY. Wf,~waM.v+ Addy. n ahlrror /M C[ap NkMr igeNs A Ig SECTION r_ 9 w SECTION 19 sco/e - /-O` 19 $cvle 41•./-O• 1 t a Ar M~ N K"i PgaS nrM Ibhe 0° 7qp of"OW-V CeP Y � -luwng ro-a+ a /�ve.cry 1 .� ---Ey�osrd Sn'nnd EKoMed JYFs�d 3 v b 11 tlecM// Gi+ee/ Ar f when ro Ra'M sw%w^AIV/ seoi s.. Nvw vfl%w V a4 .j € per t Scv/ ens ab a hiq,9 r . C�-wiMa-*wN♦�w9 • /r9i TeH wbn er•epM'/ oIn rrbad /b• Yr.'ioM/►iY1. �i /Er J'.MiR/9'°O Lb'r/enne/A NxP < ea srn b : PRESTRESSED PILE PRESTRESSED PILE TO (A�BC[�UTMENT FOOTING ME LJUI >1HHw. �nMN1N C.YIM1n Uq8 C Il��Xi/!CJ//JI McvpVMN.�,i COOMII(k19 EEngi MR y 0� r VYl btr-Iti.{tl I-106J Y1I e�uloc PILE NOTES : //wh'Ake/n.seed PiN / /nf4 / R4nf not aodv /. Ciy.oM a�0'af 'u'frynp,dWkW AN tWnpy I�e/p/, / 09 7-e7 D4 is . Epmy &v,*nW PAW n.beo, Lpo.y ono' Gard 1. wS! slww &ton a bw,~w,M /'-o' CWdocv f /nc,oenb/ a Onrhg AM*- 14a Gpl,ce _ DeW" arty /vgri,Mo' ~ A/s w.M 3VNwt oY+,wo /b 3 CIA&S No// not bap/,~now 4ui -up Np Mau. ,lto' eNoM 00AV&. 44.0 a nryw:+M w,M:n /bon.J. �. SvM.M cl V*fs -op 4vw'-r. .b A/ee A, AUrow. /h'Aw.J'-O'Cop /Ve.M.aM bNer� (rap W e//AIM) J. evemR P M eIvo"rg GIMP 1--w-wge Rr Rewew ION s. !�ale�`$'.ee,u/HvrsAavu fr dly* tfe fo ANb .MO,vn M /,qnb Vmt P,pe w,m MYM —7ubir«J foe ewsed Mvo d -- CONSTRUCTION SEQUENCE t eSe•+ed sRraray I^ FOR PIER 1 912f l Pv re ANa . 1. 1n fo// 21'e C%M V and aec..! b/ vv,at M^ aJY lNr. I 1 i C/ft b shown. 11 1 ' l' Q S. /nelb// bout Ap„tg. Ir i-G4:ktD/i Grv,V Re E WWI 4 I 4I'ecl "ptW ov ern MO/,and GtrW A// ro ,e,a.+K BwYn Mho »Icrn d/ c d . f aC /►ew'.wt`rr Ib.'dRea,Mg B B df piAM, /nlfv.Y e7 Do,"' /f ntgawyy. when 1 Cur. G Ceef ,n C6 t* Alb ft nr. I 7 Cenl„M.a dre/m o'A%W Grin *0//CO' old Gaptfi//. • e. Wft + ✓ Gr/alTe vo.toro/ SlprvArctw o o' beA1 Ale one'C w1q, �^aJr w,0 ,I n / bar,and brovh g CY,/-df Ww Cvn l ta-oul P,pv9 /ef! n pbw. *eW G Rry u..o, wA.n /'t4r"'ed Tn,e Men o-spaa/ oNo,nrbM Rr�,�A.e. I F+ H a Ol t r-- CITY OF RENTON �. otea.w.«r ut ♦u.�lc wo.v. TO ABUTMENT FOOTING PRESTRESSED PILE TO PIER FOOTING S.W.GRADY WAY BRIDGE REPLACEMENT CONCRETE %LE DETAILS UPS COMPANY snlM. MMtN". CIItIM1,. � ew. rq rglneere and Analynta SebBle Weshngton � rural n arw en r.w...... - � mm.�w�_ 1 4� I] 40 �0�-O'MVL LL®OlTW!lI+Tyr- E16� �1 H <. » L 41 INTE fiMOATE b Q 1 I I l!am1t,N. y i fin'S�NlRS f AFL u• 1 - - - ---- ---- a I � -- owgM.rcTiow JdNT-� + -- — - If ----z -- - + ,--- - - I l I , r� xs'a D,a TOP DECK REINFORCEMENT PLAN - 5PAN I 1. NUMEtW AT M Or uls MKATT OWTMCt IN Ff"ngr MTIRLMt SCALZ 3V161 1-n• nu nNmw zr u+o z.r rNrr>n.lct LtNOTN ION nO.t AY0 W.t MNR Nttr[rnwLr. a zr LDNwTwwu.ivr tM vum tr rr IttLm NOTtD l ALL NOtMN Mt HELD CVf MITN tWOYtM IS10TN OtQS. • TAAMV+Ntt tT1tl 11tMI0CIND tA11t Mt NOT•.DIt11 nNl CWITY. tY CIIDr rCT1ON OM t1NiR Np.11 ALPHA ENGINEERS INC. O IOI.00ATMOM SYM poN!•OIICIIq M1Od MlT NO..L .v. .- �., ,l...,.�.Al....,,ti,u,,.�,. URS C .I`1)1'0-PAII 1 A5` l •OR LOC►TI MD SACM OF TTYHC tM1 OR AWIF 11 WL11>8 W1�P8 `.Of1NUM1 E SWArWM4460. - R rra ]aK_IRuiSI L IOSJ6]S a3%V,O& o b 1 i. s I , I ! t-- -- - GIRDER Now NRE45T CrloeRs NOTE:N w 6 b SUEETS FI AFL - I N LL 1 b 1+ :ALItWORK%A"IORT TO CARRY �---- �G1RDlR FO u TO ORMSEAM TW� COLUMN nu DEMUAAO,REACTION K+4. I i mex-UQ. 94DM+O CONOREYE Ei DEAD LOAD Itf GIRDER ONLY I 11 N W 3TK+E 1-SET GIRJGRS IN PL^Cz INYTRMEDIATE -} _ ___ - GIRDER O END DIAPHRAGM(nPl-7 / pwR11}GM u -y RE\:R�JAIM I 1 I .M,w� woITnNRL � . I 1 TD► I REx.r. eut► 1 �aecssT�IaoER�TrP)—� �—'reMPpRARY\—coLLMN(nV) 4- _ _ — �.GIRDER OD SUPVORT(TYP) WEI STAram Ii ---J PpaM OM RAm16 TNAr SRMO S.MIN.AP1�E DDNEA.1cT10N y1NT- } (L GIRDER C N '---CURE(6`a6) I I Y =W GIRDER Op IR.. 0 47 va OAST 6. a .URS AFTER ROADWAY SLAB KAS ATT.'NNED �n A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51. I ' I 1 ¢?AEC 3•WJA.1104PNAV SLAD CUR* AFTER ZASTKG ADJAtENT ROADWAY SLASS, FA CRMWAM IN 2 RJURS.SOTTOM POUR TRMOC aARRIOI 5r NOT BE PLAGtD 911ALL NOT 0E•AADE UNTIL SD DAIS(MW) UNTIL MLSEMORK NAS SEEN RELAAMD AFTER REI.E M:OF MIEBTREW. lOP POult m IK MADE. 1FTJ1 ppTTp1 POUR NN ATTAW ED A MN.Ca1F. F ]iRENGTH OF EOUO PPS.REMOVE PNZSVdMK AFM A"E p LEI. c P� ER TI.IECONCRIYE' MMUDPT'C6 x 4l'rll T' "T= AG OUTLIN I i STAGE A- PVGE CAOMEAM 4 T_PAPFr, BARRIER F tQM SEE RYmS RM WNSTRUCT STACM 4 JOINT VIGngJS. R ALL LMES OFGIRpER3 010a"LINE MRY SE k#PCMW ON PERMANENT POLINDATOM. SEQUENCE OP CON5TRUCT(ON FOR SUPERSTRULTUffC 7>:O' Na xwu •LAAN CITY OF RENTON RKPARTRKNT OI •VKLIC WOwRw S.W.RGRADYEPLACEMENT WAY BRIDGE REPLACEMENT ALPHA SNOINIMRS INC OEM aERIFORD"FIMI-SMN 11 uV•��Np 320 NDOWRN1R E.5, SV�LN�ti URS COMPANY ]20 ANOOVER w w_ PARIEAST SEATTLE.WASHINGION g91 RB Cp15UIlInO FfIQifUBf9 and ArWySt] W Wnt nptOn wRwRR. RV NNR. ..n .wwP.•m___ r.1.�_w _ ®� .—sxO s V1 � 1 —_pFA r 16 i p _y- b b y i y b r — b y r b r-- W Ea r-- s b y y — _ _ r b r b �p y b r— (� _ p n � 0 n r p r - - b r p b r Z n lb 0 � r p r— p r ' r - Q iNTeaMmwe DAP,,,Gm INTlaM�pATa Q,/IIII/rOl'1 SPEW ND TNe TNIa d+a Q PICR N0.7 IT JU 10N mt �'..�prrT6iAaa,US SMT.q MR Oer^"A 5TA 2E.115 NGTU: 1.11GIMn AT MM OA MM INDICATE PIETANCE 0 HEY Hpl CEM12ftM!AIM. 2 It1G r-r AM4 r-E'EaMMM1M 1LICf LEMGTM E0a MD EAMUMu iMlr. MEEHmwety n nAaafa ALL IG,Qllk lTO M11 M,"IT rGMLEf 1ATm 0T1lM91EE. TOP DECK REINFORCEMENT PLAN -SPAN l NIMD.iMU AM f1ELD CYT MIIM E11UI1Ma1lEMMla GI A'-E'. 5CAL& V461.Vv L TaAMaViar mil al"wo Im""AM MOT MEM1E1 roM CI.MMn. as C11Gi E/CT1Ga m MET MG.Al a ALL OECM RO mit aE1MAoaCIMo MAM AME!/GAT CMTEG.rE MP\R. 1. MOM LG TYGM OE mit aFlM.plChp a,ai rE EREET MG.EI. L "LGGTIGM AMG OMMq M.MEGA,,MIa:METt 1141HC aMM nAAEi1M oft SH MEET MGi M A E6. AI.P$A ENG*yv=X INC. CiY�S AH(�il.�i(;1VMi f NGZEMING LlJN5V11.1N13 32G ANDOVE U�5 COM PAMM EAST R V y SEA*1lE WAENiNGTON EBIU Coaaiitlllgg Ennw Y 1YAYL fwY-teNlfl 83W ILY :2 510•!f a: IS•!•46-0" -- SIt •f•W•0' N f1 •O•60' O"Nrx. i wNT. i r -- n r n 't— r ,• i _ n r n r n _ r— • i n r � I n r n A r n � r— n r r q r n f• n r n i h I » n r n i n r n _ i M O -- Y ♦ • n W z i N i n z i n a f• —n r n IiL NnAn�ounre CrAPNa.aN fPI.Av PIER NO.7 k MTEAMEDATe 7IA KVAGM Y1q.N TNM Pena JUNRIDON11�pplc -' Teaaf,3ef 511T.43 FOR V%TA4L3 9TA 24.15 TOP DECK REINFORCEMENT PLAN - SPAN 6 1 7 SCALE: 3M•,1',0• f'17Y OF RENTON o•wa wTrwrT or • u riow•• ' .,u�,• �� S.W.GRADY WAY BRIDGE �,p• ��.�" REPLACEMENT ALPHA ENGINEER$ INC MIX REINFORCING PLAN-SPANGST , 44. .. UR8 COMPANY wrw• ----- ., ..,,• .. ConaWNnG F.ngrnara and ArtNySla r•rerr•_ ,�..._ _____..__—`._ $BaNfe,Waehll itOn ,Yrw a, .wrw wn •„wam.�—__—., r.rr...�.w r C L9 � 21 -- — 21 21 Yt O 21 — 21 1 p 2t 21 _ 21TO1 21211 pf —2+ Ef • 1 i� 21 2t �i 121 --il b tt O 21 Yt 21 EI E+ 1 it 21 op 21 v 2t 21 E+ 21 it 21 ?1 2t If 21 i >h R a n a1 21 + Ila x+ 21 2f 21 PI 2f PI 21 it PIER NO A ROTER. 1 TRRftlRf.T flfoa fARaROC.Tl IltlIAIICl WfllT fRar clMTTIfLITIk AER. TOP DECK REINFORCEMENT PLAN L Mw1OE r-O'AMIr Y'1RRMlIM EEL¢(LEROTN f011 RO.{W MU.SMM, RfYECTIV(LY SCALE+ 3l1ry' 1'-QV SIAMIM ALL LLRLOII MNAl lOE MR OLIC({fY{'-tl'UNLttl NOTID OTIIf11MEf ♦ .\l IIQ E Mq.R!NELO CUT fI11N RARIMIM LlRDTM1 0i O-P. ♦ Tfl R ffff STEEL REIRfO11CIR0 M.ARE RUT SIb11R FMCLARITY tlF C+IDtl$ECT1OR OR SILElT NO 41 { ALL MCR TOOMEL RlIRf011 W M"ME 1"Y NATED:tlEMR LIST 1. IOR IOCAT10R 0I fTL[L RlIRfORCN1O MRf NF"ET NO.If l iM LOCATOR AMD MACIRO Oi MFCA{t CORCRf lE 1Mf fK MRMlR ANC11g1 SULTI ��R� �fy��f�1�� SEESHEET WXL446!{ ••MSMw XR•GINXJ M INCH QQ CIVh ANCITRfKNIUL IHUiNffMNG ChM4q qN�. URS C 220 ANDwER PARR E AS1 SEATTLE WASNiNGTON 9B+9f CoTlfllhV Erg _.. Seattle. r rAsu ex•-ixu lxl 626 51+7 WS of•W KrAJI:, r sa,(tq)•s•ze' o' l�/f r� � MOr�'�•O'WR. 2+ 12 21 22 - --b —_ i 22-- 21 ---- 21 11 - - 21 YI � - 2+ —� LI Y+ - -_ 22-- 22 41 -•-21 _ z2 2 r — 22 X2 zl zt � zz YI 2Z t —7 21 a a zl :zzat —�: ER NO.6 0' IWW`1fDWR DiAPMMAGM fr 'NY1,W DATA QAPA 1 TOP DECK REINFORCEMENT PLAN - SPAN 7 48 SCALE: ��•.1`p• t CITY OF RENTON • y . DUPANTUGNT or TYrL.c MOAK, T'A.n•`��.� S.W.REPLY WAY BRIDGE ALPHA EN6INE$$8INC. GM REPLACEMENT PLAN-&%N t&I NO f1rnO AN OYlE A PA ai NFUAgCUr „LN•, URS COMPANY SEATgE WASMING.ON"1% C SuftlN Engirvmrs ano AnA"ta KAMs_ w+•i,-- - -••••� ••• Seattle,Washington Y y 3 u � �-DITAM LOCATION -31 39 •5`a10' AiO•f.M-O' --u 9a 'S �� O" TY► �lO� -KNO RCMP. TO AVOID CONFLICT YN 0 / WITH DRAIN CT TE —� O u _ - Y IS a - O u - u _ r u F u 5 z Y u — p a _ Y _ a —+. D M C b b u a - Y O Y b a Y x a A n n SCC NmT >SOvt P.ER NO 9 ` INTLAMIDwfl pYHAAsm NDTU' 1 Mlln[M AT IMO OfMM MIOICAn G/TAMOl IN FEET P00MUMILIM NEA. E f11OV10!l-C AIU S-1'IMNMMl1 wK[UWIFI FOR NO.E AND ND t MM, AYPECTIVEtv. t nAaaAALL toNMTIMINAt Tor Mn wKn�rra-uRUY Reno orMRww TOP DCCK NGINFCP4ZMF-NT PLAN - 3PAN5 9. • Att llo./MMAM nuonrt MTN TAANANM IENanl or Rr-�. «+�: S/N". I�-o" A TNANEVIIIM MEEI MIIIFOR(T 1"All MI N0l MIOMI POA"AMITY Ml C110M llCT10N CN we r Tq.EI A ALI MCI TOP MEL AEINMKYNO MM AAE lPDXV IElAnD.MET MII LMT 1. roA tocAnaN a nuI A!MPDACAq T1AIlE ME YMIT Noll. A FOR L,XATMN AND YACIMO OF PRECAST COIICAtTl TMFFK W AMA ANCVMA/otn ME"IT SIDE N A Y AUMA XNGII VAM INN.- ----_ _--- GWLMDSOIVUVWVfAP RT,JASprygpLgN:� UPS C ,A ANDOVE I GTO EAST SEAnLE WASNINOig19lIM (,pOMAIItIQE ."ieatMA. om r:. • `.. ♦.eV.aiF wf IAI"fIM`LM4'.'.. :'.)e1FIWn HY•9!!1P.., � YY�W '�1f'M'W�+nn:....�,r•.r,w�f--. '..W�••Y - 'b'"rf w,faYrwer�f.eeTy. y..enw.wY.yWYVM/•IR✓. .�MMi.'•a. -1•Mws�e\ rvr Ye•�r. ... ,. ..•��s CITY OF RENTON _ n • 1 • • r Ci 2 0O RRQ��tpppp � �. -rx®D,AAL7WYl pO•1• � "MMri �—fA el •� O 23 tt O a IT a tl x/ - F - U a V a i1 1 I - a n - 23 sl W n all s� yl ._/ T3 _ I tt 13 21 a a -- I a , 21 O _ 43 1 a 21 - 23 yt Its y a a 23 —� 21 : a 24 n s/ 0 a a - `a 1 % E•o. Eft yf�`J �Kre. 9a. aA.It•'/ nielWea4n .7iM.4fd`1 4 IMlfflEnlGATe D�AywtAOfq e:ew efe 9NT w•aq oerA�la. Monc ,.MUMpIIf AT EMO M ARM,FKATE NITAM;E M,TEET TALTM CENTTILME nen TOP DECK REINFORCEMENT PLAN- SPA E 11,Ov,of ra AF r-r E,,,,,,N,M W,n:e LEFTM IO„F E AMU MO.f MM, MWfcnvely f fTA00il AU LOMO,lO01INllq/MI WIICEf fY f-O"UH(p igTEp OTWMME. ♦ALL MO f 001,111 AM TWO M EO M MAI,MOM LIMOTM M or- , l MAWIRINCE fllfL RIIVW IO MAN AM MOT 1R`Mr1ll CIA,MEY. fff CIOIf KCTWAI OMIT NO A. A ALL OECl VW MIL M111IOM,11p MM AM ITO„Y OMTIO;"I IN,LW 1. EOM IOG/Id OE MFL MO1rgM,MLOMM pE EMIfi M0.�1. l r0A LOCAT%lI Aff3 WM.n10 M MK"l CaMt11Cri TMIrIC WA,,,,AMC1F0 Fill r- pl"IT MOI -' M Mffl. /� SMtN42"tWA IMI AMtl rIEYLTUYl EN61NFMMG CUNEVl L.N1$ U9 co 32OAMOOVEOIMI,EAS7 fff�� SEA"LE WASNiNG1ON Set Be CGnweolq E,qn 1 wz,M eR.-,zuw 8f�.5ue NO�f•1D%O"Mw1K. �-5151 •6 �-42O�f.eO-O" —_»O.I.iT_C" CCODffTT I, — Y1 ,T 1, r Y+ • 2, 21 tt 21 21 t+ � tl � W z+ � s+ zI t xI — _i. xI ` 2l s+ YI W t+ -- z ILI —2, PIEF N^.1, li INrea�edAre o.a R.m NrePu,ea�x oww+ **- TOP DECK REINFORCEMENT PLAN - SPAN 10 11 ►N ""y,<' °�+�� CITY OF RENTON o a.•RrN Pet o• •v�uc wo�xP S.W. GRADY WAY BRIDGE REPLACEMENT ALMA—MMINURS INC• � ~ DECK REINPORCRM PUN-SPAN 10 S l+ ,AI,s llFtS COMPANY ...,.... _ 710 MIDOVERPExst --• _ _ __... __.. 1SATNE.W�9NINOAN♦bll1E cwsult; Emee ng ,s and Analysts Seettle Washmglon wnw. —�• o.n r.xer•e. - r•. e•.m. a w � - .. ,raa��me w .1� —x �1 •e.�.D• elx •a.K'-d 134 r �I I 1 Y _ b i n i Y i O t• Y I�jl m d�{ r— n— Y ID y SIP yam_ n —Y tl _y CO) a Y a a- - n Y. tl— Y W b y _ r g a Y tl y ( IINTlNMeDu.T! P.A•NltAyl PIER NO. 7 6 INTlgM01►Te wne 1. Y1ti\p ATEwp Mlle nrDlcAA OgfMIC[IN PUT FN01"NTt11LIM MEN. a ANEMIC,VIuler-r YNgNa En x:luwTN raNw tAww\rlq TOP DECK REINFORCEMENT PLAN - MtAmr-r x rAuaN ALL lOg1T11DINAL Td uN wN:pwr�^wltpworeo mFgNwgt. S:ALC: '. t-O l AILND\ugANt rNID LNFI MTII YAxIpp LEwTNOOW-r ► TNYgV\q•ET\EL NEININSIICIINI Yp ARE wT tww roN ClI11NT' atcN ucT MMEI7w.41. • ALL atx lilt ME:NEINIdICINO Mq ANE trpxY DDATED:pE W lqT. ). iDN IOCAIidI d\TElI NtINrDlKlrw w pE MEET w.al. e raN TNII•Aw�ACMpw MNYT CDNCNETE fNA1"KMMI\N AI6NM e111T/ p1 MEETwlT NDe MIN ALP" ZXjj OVi1.NOSIMKWU IN N11.........OANIS �� A C 3N ANUDVFR ANx FAST SFAf'tF WASNrNa NMIO CDnnu Ing Eng" vARs eww-lasix� 35 9)W A9F AI elp•l•Ac .-O' — S@N�NO' Ot •� MOw� •�O''G�hMI. -l4 Cti'JwI �N°-O f CONL r 10 r Ew n i m r iO r m r m f r r a n i n m r m Y EO m zl Y n -- r - Y 1° 0 r iD Y Y i Y-'- i Y n- --' Y --- — - - 00 -- i r 10 y� Y Y n i n Iflit NO S f4 �Ny.F.RMQ.�IAT( O�APNRAOM I INTMm§o,^T1 DA&MWAOM PIER r.O 6 TOP DECK REINFORCEMENT PLAN -SPAN 4 5 6 SCALE 4W. V-0" ♦ �ANN _ CITY OF RENTON ow w.N T NwNT cA •uwuc Wuww• tnr>� S.W. GRADY WAY BRIDGE REPLACEMENT I)Ecu REINFORCING PLAN-SPAN 4,556 ALMA BNGIIIUM I1iC. ,• cm,.Non*wuno..a«1 rW FAScww�uyrs 'FURS COMPANY �-- 320A.NCIOVERRWcFAST wwac..e_J[ ._ •AF�NDTlD Mu�_..r_ SIATTIE WAS"INMN SS IN OpIsuftsG E'pBNwo"Amly6b SeRttb.WpRingtOn ww a r-'AO eD'•o"rA�t '—El �r •s �22 OGi4 w0 M elN r.__5\(9 09.2ww-e I •. � • NT�ii eaATe I L/ .7LNiWM•(Trv.) .—pbpyn4 �1 � �1 D R t is E, — SY4 n u IS n _ as r n 111111 —n - n u 'D r m — n s _ n In a it _ it n n x O — n — n al n Is a r —Z= _ n • SEE NOTES A\Ove AeR H0'4 Qr iNT\W\OIAT• OiA►r1\AiM MTES: t RIMEM AT flpO MR\MI\GATF glTAAt'f MI!lT fROltlRRAtMl�1ER. L fliV E-•'AlRa!-T!\I�Y fM.lt!LFM0111 fOA RO.\AMD RO.•MY. \!SXTIVIIY. a E!:.IYR All aOR01TaW\AL iDf M\fRA:et\Y f 4 gnfY MOTfO OTIIIIWIY. • All RA.faAln AR/�If lD qIT YIM rAaNMM tfM\1N OI•�. a fR.wf�YEmn\flxinWonownAefuornannroRnA�rv. TOP DECK REIN FORCEM T PLAN - 5 Yf C\OY YCT1p10n nl[!T N0.11. • ALL mn RfMfOR SAM Aar gotY ODATEn:Yf SAR arl %ALE V*I.J'& '. IOR tOCAngI Of tall RlMWCIIM sAp Yf rrli 11D.11. !, Idi LOCATI011 ARa�AT\q Dr MWAfT co•ttif n TRAf M\ARMIR AMglq!Mn Ye rrer\Oa w\•. ALPHA XXGINMM=C. avn.No 320 NDOVERPARKE ceNsulTaNrs URS 120 ANOOYER PARK EAST r7 M7 COi g SEAifIE.WA8M1NGipN YIY Consulting Ellpi S"ttk.W • rYa I io5 3!ssS B3w�Ok pp�lrTWN Srn 2�.LyiWl�.�y� iMtllMIDVT! yO �•100' r—ll�W �11•M'•O" ��R Olr�illb irrv.l -- oRAw LousloN VRAJNa(,palLKr NIrN DRAIN —ai n _ ii a n li u n it u u as u u _ n tt _ tt —W u u IN a ii n u u a _ - - u a n a n is ll — n WII it n T - a n ii j n _n n ti _ n _ 2 it u Z n - n -- n n 1f at n _ n u n n u _ u - tt - - u tt — aiIsi I SCE ND'fE5 AIOVC ACR NO.4 ("NTlAnlP4TL PAPMR� RAMa TOP DECK REINFORCEMENT PLAN - SPAN 3 t4 C**,00 9CALE� a16'-1'-O' . •w CITYOFR ENTON NTt$.W. GRADY WAY BRIDGE REPLACEMENTOECK REINFORCNW VLAN-9MN SB♦ ALPHA ENUINSRRS INC. - �,,,.NDs,N ,oe•,rM1mninM1c oNi„.v UF�S COMPANY _ J20ANDOrENPAMc %I $f A 0 ANDO R PAMN ael al COneuttlrq EngIIMBI9 8fltl An/lyst8 $Rattle,WaehirgtOn •'"i0° _ Rae iNRlR�nrJ a'e AGAT D (rrP; —IA O•e-eo'-o'IMA.WNT. ?6051 .5 I I vJ = u II —24 r u u _ tt F--u a u Eli — Ox K 1 7F y, S K x y/ -�— -- _ O26 2 AA P-'---- --"— 22 22 x —` i 2 u s x — V x e —26 3--all _ 21_ x B— x is g FA 32_ 7A R I we"GDIATO DIAPHRAGM IL .rNTtfMeJ,ATt DI^p HQAGA4 .5.'S.Sp-Sat SaT .J POR DETmL5 S A-a-so Ord 1, RIa�V AT Olp of MRi tIO1n pPTARCI IF RFQT PR011.YFTlRLIlta RaR ' L IIIONO!i-0^AIO PS uRRRr suC[LSROTN ROR t10.F Af10 M.�GARS. RVaCTWLY. L RAaaa AU LpwrtuowAL iortlAR anuwnrc taRm roTm TOP DECK REINFORCEMENT PLAN - SPAN OfFtaRRIlS b`ALC� •.1'-OI' ♦ ALL NR/MR/Ma naLn L1Ii MTR pAipY{RI LfJUTF M aYP. l MARNFNI>nLL RFRIPOIKINa aAtq ARE NOT iItO1111 P011 CLMITY. W QOat alCTt011 A fNaT FD..I l ALLOaOf 1aP STaIL RORPOIR:aFO aARR AR!RJmtY tLT1®:W aM LIST, ). POR LOfJT101 a aTYL RetNPORLMi sARt tRa M[T R41.1 ALF"ZNGIXl X w MC. atglCGTgkAfO!♦ACRROPR1RYertOYG[TlT1MRKaNRIRRAFI!gly}F.FIj CIVIl4NO5120ANOVFRPINFFR�INGNC09F9U114NIG �� CO awr a5c«ar. v 0 LE WAS I PARR FAST SFAI"fLE WASMINpTpN 9BI BB CJOSUIti Erg .__ Seatlla,W 1 glwrd. TYP DL'V/!!n e Irmer49D�ATe j. roe tryP� i w1AR.COW. 'let °e +l N�aN9►•Q° 42 flo)°9•44'-On II i2 72 72 II 2 21 u 22 ZE 22 II 22 21 22 u 22 --___ II 14 ---- u 2 - zz u 22 2z — y+. u uzi k u Z2 a u21 — u n -- - — u u — zz zz u — - - PieR Do 3 �rreenaD�An aAvwuo� i � �wTGIEnlDIAT! yAPwLfiM wasp.See 9wT 45 FOR DET4I_5 .yD TOP DECK REINFORCEMENT PLAN - SPAN 2 4 3 _ 5CA�E H6'°t-0 "'',a dr�� CITY OF RENTON �' * o•Fw eTw°N♦ or •v LL�c w99a9 S.W.REPLACEMENTIDLE n t�' DECK RERWIMCING PLAN-SPAN 2 EAL ! SA EN6INEERB INC. LI URS COMPANY -* �- ••« i Ag NOT!( u.n 4No ererU . � - ._.._ .c .e• ... _ 320 ANDO I it r k" SEATRE WASH NW, .• COnSUI%O 6�grtrleB 9rx1 An01y9t5 —.— Seatue.Weshinglon_ + M(j)-* 6 Y•O•MtTL O?f. o b Q L b r s� •a n®•a.F • ��t I Ott ft^TJTj F7 Ly I I _ r I �GIROCR O I AODiT ons� ��ev•'t.H•C. I I �--~ ♦- ROnNR. ONU I � I I — N M I^ 4 I Cmftm a r ` ti FIN ` n ll I `- W I - II tGIRDCR • 11 "n-MOOIATO d IpfY: 1.alOrM AT Olpn w O01�1n ORTNt(IN nt T lROR QRIlRIMIt RlR. O'K«wVCMIM XAT t RR/MOlgtr , oT-T REt Ct LlROTN MO M.f Mp Ip O MRt. SfA�- 1E 030 a[misr.M �RRLII a WAOSM1 L LOROITIMRML TO!MR MKU OT W- of =ROnoOTMfMtO. ♦MLMGwA fitlotartfRTNIMRORRILWOMnWI- 1 TRMOIN61A OTffL MnlORplTt w•Rt ROT ,W,,MR CLAIOTY >•!CIIOM flC110ROM Mffi fRl f1. TOP DECK REINFORCEMENT PLAN - SP V.FOR LOG Olt LROIE7Po.. MMRS Mt 040 M,41. SCALE. *vs- 1•O� l MR LOCAmmM WMRIIO n!RB-0RT Cn n TTM m amm"AMMROK" tet TTwtr qaa w•ft ALMA Sl XXZZU4 MC. CrvII WPI.20 A=FBGNf1MN000NR44W5 Lis c 3t0•NO(SIEN Mglt FAST ft 39Ai LE A9NINGTON 3tIM GontUMl I • rAr� eer-1ip��l BjWIOL Y 0•1•b'•o"MAEL Can 0 0 a S I _-m >!1 •6 .__ xx 5� e.�_0.'YP O{7W!!N 1t 3e1.3. �� I � Sx'-O" .-3!O •Ay`.p JJi4oN4 M9 29 25 2D 28 ze 2E n u m ,n —f La. ' m x0 — 25 � 4 2B 1 � yTI! � NT6RMl01ATt DiM+RAG1•E \fiMlRMlD��! DIAWNRMY•1 Q, PIER N0.2 TOP DECK REINFORCEMENT PLAN - SPAN 1 4 2 .•._^r +�_,°'""W4. :�� C17V OF RENTON oa•6Rr6{Mi or •Vellt woRR• SCALE: 75f.1b' S.W. GRADY WAY BRIDGE ,� t •m,Mi REPLACEMENT =HdUREJOW Eft DECK REINFORCING PLAN-SPAN 1 B 2 `02 • -- o.n.AFR14.592 .., .,. Grit ANO Fn.A:iVNM Ear•EEMNO CONiULiAW9 -- —F—t - JxGANDWERMRKFAS7 UIaS COMPANYC SEAMF.WASN1NGi0N�tM CwUuRlh04I1GIE1ee13 and AEp1y513 .. SelUb.Weehl � � •wr�a• n Iu.. un .wwno___�._�-_ w... SY :..� -SEE DETAIL 111.T-� REINP.EARTH WALL CAST•IN-PLACE CURB 1' 'RO•tl0'T8• I rc I y A PRECAST CONCRETE TRAPPIC BARRIER • E III i SCER PLATE- SEE7AtLK I I O o W VY j I 3 J.L_ e ti M1 i O EXPANSION JOINT OR Iicg II _ II i � I _ _ i - I _`_�_ O SENT sum PI.Aill• _ - E - Nf6'7Y06•C � I — END DIAPHRA4M / U Me DCTAII 1 V j PRECAST CONCRETL TRAPNIG DARRIER 11 I of RELOCATED IN STAGE II To(N) ) ~ 1 4•GAP II 0 W IL l i II I I t t11 III CORBEL IC 340+ k Ila I i I — PRECASTCOACRErE rRAA IC DARR IER C5) BENT b f• I ba-s, I_ 7•S' b WE DETAIL RI PLATE TA INTLV4W►j 0A^AAA4M 4 SPAN NO.11. 92'•S• BACK Cr PAVEMENT STA. 30+075 _— _.-_.APPROACH SLAB- '_—••I WE SHEETS FI,F2 4SHT40 PARTIAL PLAN NOTE- ALL GIRDERS ARE RARALLEL TO NfE`59'OS•E PALE. VA,' 1-0" ALPHA SNtiINESA8.11ANIA ■ ,q� w vII AND 320 NDOVNO,NFf.iNfi CON9ul1.Ni5 V c ]20LE WAS I NOYO EAST SEATTIF WASNINOtON NINI r rAK uR..ItM t ae..got SFF.DETAIL 3 REINF.EARTH WALL YB Y I ew O m rc } -VL O uiI W G LINE ANCHOR DOLT (TYPICAL) to X DEE c.t.R i r H CONCRETE FT AFT. .Cl FT/FT. DETAIL tH. -_DENT SLIDER TE FOR IRINF � f pp OyEE DETAIL 1 TyP _ } V WN. (TYP) L FRONT FACE- �ty1.1,r�• (rrPJ ' REINFORC[D � III � �_ m EARTH WALL ' 4'GAP LU - WALL iEE[9NE[T NF EARTH W K WAIMD[R FA FA GN6) V —al. 6 Q A m SECTION +.- CORD[4 3t SCALE: VV-1'-O• VL Y-O• 1'-D• REW EARTH WALL �u1is rSENT -- - I SEE DETN��PLATE �1 A OL'X.RgJT ROR E1IP.Jl: -" -WING WALL 25-0 -APPROACH SLAB APPROACH SLAB. CORDCL SEE SHEETS F1 ,F2 JSI1T.40 N Y PLAN dL t1P •'. /f CITY OF RENTON G..A.T r..T OP IYtLIC NOR.• 9t SCALS+ WOW ��• S.W. GRADY WAY BRIDGE REPL FRAMING ACEMENT PI„AN WMN 11 ALPI[A EIITtiI1rEEIIB INC NI,t,.U,UAM(M4REIRMclCM3aLM1I5 URS COMPANY M•-�3p0 ANDOVER PAR.EAST T au SEnTLE WASHIN({T!)N 9Bt tt CiOAIUIIjRq E1lpRtWB MXtAro,ytts "'•^� — $BAttk.WaehHgton � RMIRI.R M.R wn ,••.was.._ rw•r�11_ar�_ I it i 11 1 a �R 111 O II 1 II II omits LZ II Lia I II Ir II 1 `te _ IN�{RM�DIATa Qy,/MaaOM `— it � MIad�Rl dAPWRAOM. SPAN ND.to- twL& PARTIAL PLAN NOT91 ALI.GIRDUAS ARC NARALLEL TO N66'5VO!'6, XALE- WW-V-o' ALPHA ENGINEERS INC. Q w+�+w.w --�- — we WpSIRUUeR4 U4�N�tR�n0 CON6yURNA w�^� C ' ATTLE WAS RNARK MI ^Y SFAnIF WA9wNGtON MIN Coneuflirq EIkY Seattle Y W1K ..Y�I,N�II B'iM'ICG l I WE WE w I I E W` ZE L L �___._... IINTlIYMlD1AT6 OIAMIEAOM I DIAI/MIRK!!�_ EVAN ND.10.117•GY _ _ _.. _ ___ _.__—_.--__— i PIER NO.It STA.29•15lG PARTIAL PLAN ., 5CALE: 3/1G'•E'-O• + ' ..dam-�.1 � CITY OF R E N T O N i . Y Ot...OTY\N♦ O• PV.IIC .0. S.W.GRADY WAY BRIDGE •'•nN•`O�' REPLACEMENT FRAMING PLAN SPAN 10611 ALPHA =NGI====B INC, ••••••" LL "• ° - 8 -�f1VR.Np 91Pµ'ID..'FNOMEE.�x.i.OMYUN COMPANY .NIt �_ w.— ^..N.'--'•^ 320 ANDOVER MRN EASI Uq SE.TTEF WASNINGION%IN \�.011WMI11G ERQIIMES ARd AMI)7M n .,..� wT. --- �^-'��a�' SeAtIN.W r rnWrE g E I a I II f� _ �I N66'•A'(YS'L — I —me N wEer 2 i ---- — � - --- — -- o — IM�W{ptl{ D�►MIIAy� 9VAfV w.eSPAN NO.9 IW-e PleR N0.9 STA.tb♦79M PARTIAL PLAN sine: �•.ro• NM AU GIRDERS ARE PARALL!LM N66.59'O5'e ALPHA EN(i1HHHHt I11C. U " S `r cnoP sA mw.iew«U <o«Wp.ws M LE *AS INGTO EAST 9EATilE WASNINOTON 401ft CDONYMIOE ` --- � �� WW •lY-Ilu lfl — 111 S 1053:dS) NlWlry, I I i ' b i Il l III +. _ I I I I II I1JI �I 1 ,L I I I 11 it II (I .L_J I + 40.01 AO'-O. INTpwoula[ OIAM/[AOM G iMG49pATe ou0wfiAp4. SPAN N0.9. 180'•O' SPAN NC. 10 PIER N0. 10 5TA.2T.950 PARTIAL PLAN SCALE. CITY OF MENTON 090.ATY.Y♦ Ol ..9L.. WON.• e(Ql S.W.GRAPY WAY BRIDGE REPLACEMENT NAMM h.11N-SP" 9,9610 ALIPK� ' UPS COMPANY CMl NNO SIPUflVM,1 MO�NlfaN9 CONIU,gNIE 320 ANOOYER PANK EAST SEATTLE WASNiNGTON951SS Conmulb: En9rwsrs,N1G AlWysb SeaIIN, n .1 ..n 3 in I ,I �I II a II I I P I! 1� C -V U mi II II n iNT�NMdA7{ dY11WM SPIN NO.7. tE0'-Om PIER No.a STA.2S SS'b PARTIAL FLAN SCALE: •.a-O` NOJE: ALL GIRDERS ARE IWRK11'l`O N"'SWCN-E. sr Its INC. ums C cORww�o�, Y YYL flY-1211�t) 83W fJb _ 1 _ / i 1 1 q• 1 J 2 IMn�MIOW� dM11�.WP1 IN7'�AIN{� CMPNWIrA SPAN NO.8 120'-0' _ .. . STA N0 S STA.27 t!! 6 PARTIAL PLAN SCALE: ••r-O' CITY OF R E N T O N y DStA GR Ot +UDIIC w0111{• S.W.s.w. REPLA war BRIDGE REPLACEMENT ALPHA EN6Ai88A8 INC FRAMING PLAN-SPY/T S S C�YiIANU„IIyC,NDOM4,»IF� .....� ,el...:•(uFl!3 COMPANY ...�1 ....__._ 220•NDOVEfl PAflIt EA U °�• .....9RA 19.e_Z ... 9FAnLt WASNINGTON 981 dB Gaa0111np817c..dronld Arm"to Seattle.WLftWV10f1 .e NNns « A.w. e.n u.wwa •wnf/.-e�I. 4(.C RAILROAD uHDeRCxc. AND SCCTION A - 1 JT- JT. 1 I, i I I z ♦ � II -- N • I 16, w II II II I L I; I — TN LS'-O"R41LROAD INTlRMldAT! dAPMCAOM INTlRNKdAT! DAPMRAOM --- __ SPAN NO.6 90'-O' PIER NO.7 CH LINK rlNEC MAC!MIL STA. M+36- tIKCAST — `.°w'"�s cT! PARTIAL PLAN ' BAR/tIEK- 4�7 ;1ALZ;xy a,�'.r- 1. THIS SECTION ATLICS TO CAAIN LMK /ENC[SHOWN oN SNEET 26,CKClPT II IS gin'a IN11MAD or 6S'-o! ►YK II RR YRRIn� A a SECTION n SCALE: .I ALPHA=IRiIlI=iH$riiC :rvR.NU 51gI TURIL ANDOVEG:NfEPL EAST pU.NVS SPGLE WAS I GTO EAST SHRLE WeSNWGiON 9lI 08 E r vAiL ills-Itit itl ilRroL _ III& o WA RIDAD-kDERCw":`U JG WRIER T+PE I. :N RAA54 NtICA4T OF WANDMIL rO S'05-Sell 51¢ET 43 J AND 5KTIONvCA-''J[T►ILS_ a S[[SN[ET! a'-o• 5,a •sRAccs ee4•.s6'-o' 71d s'dI IApNt SrPICPNG / JT� I 6-0' I 1 I T I � I H .Sy I I i W Z J 1 N7-T- rmT 1vPIGL 7-70►AWL IT GS'-0_ftAllRDAD WJDER_AO561NIG BARRIER TYPE 79 CNAW LW KWC9-52 SNlET 45ASCTON OILON /OE PETALS INTlRNIldAT! DIAPHRAGM _ - - t iWV.Pk W l= DMJIHRAOM -_ _- _- $PAN NO.7 7 --tpleR STA STA EA4 a 351H PARTIAL PLAN -- CITY OF RENTON Oi IAR�MiRT OR I4iLIC WOR.(• S.W.GRADY WAY BRIDGE L REPLACEMENT AlJ%A sI MZN=INC. w� FRAMING PLAN-SPAN s 7 CIVIL AN a S7"KTUNI FNGIME I%INC CEINSULI~sCOMlPAIlVY --- _— d~y'K'L•a` .w we-.--�� VO ANDOVE14 PAAI(EAST �\ �-�- ^� •-� SEAITIE WACNINGTON26IN ConiURlpTl�y E..r.g. M,seri ifld ArWycli R""�� -'A- W.••v.WNNligtaA 1 �r r M.r3tw�- see uI I f I .ri A I O ►�At - o I II I II � �Ii uss'sroa'c II II II I� • it � I O r -1 is I �-TYPICAL � ara RAfuAao 1NPs11CROssMG eAlseure-„+7 a< ��-6MLeT0 n t•U POR MMIL's AIN, b-o" sy_o• A+nRAaolm d,wrA., @ IH+w+awxe SPAN NO. ♦ �gI wo.%UN6%PHGIlHWCG � Ti CJNNbro• YW PoII i�t 1< � STA. 2.76 Y 6� _ PARTIAL PW AN A 5m noN 7)PE J RR BARRIER Y/Kl:W.IV NMe,. rHR,.•u c I Mel r,RAR M cw SNeCT er WHeRe G%reHow MATA.L NI( K reU•e%cePT IT IB HC Ayrgw ilkil fii U I1C.INSVP(U y Yof�� SIGH �IIl�^WPo%T� vIL.NO5NIKNfNOKAIG HAM ,91 U H! I lr.AlIrAH. WANMYERPAPEASTU'-w5 UaS C SEAME WASHINGYON WIM GarnlRtl!n�pE... _ 7d4•WLROIW wayito "LWA WIIUMR-T'K S Sjw" r 11CR[A3[11�16NT OF la/TAL 11=90 I SQ lNt6T 4]/E!W L[CTION 111.01Y POIt OIUJI.�. m MR 5MONG, s'.y{ 5'L• /'-0' '.S'-o'# !9_ai1CL3�6'-0•.Id-0• 'f-0• tW 1!? 114 1'-O' 9� lN[C>'48 N[T..L I I HANDRAIL II PDlT I — A +___—_ _—_—_. _ .__--_ a— — y N I Owl W �I —+— + y J k i r-TVFIGWL —� I LFd RAILROAD LNIPMROMING 6MIRI[R-TyP9 II CHAIN LINK FENCE —_.__. �! SR[[T6 21 y�R7R IRETAIl3 IIRSRPMOMT! OtAPNRA a CA I"AmmaLms t%MIIWN SPAN NO.7 • 90-0 _ _ SPAN NO.6 _ PI elk NO.S 1 L PI[R NO.6 STA.22.5544 5TA.23•15ffi PARTIAL PLAN xAL[: •.r-d• w 41, CITY OF RENTON DSPARTr.NT 01 PUBLIC WORKS e S.W. GRAVY WAY BRIDGE EE d` REPLACEMENT +:P. MIAMING PLAN-SPAN 1,50E wLrsw sxatxsns><xc. URS COMPANY T 11'I ANU 51AVCI VN.I F NOMEEIIINO C.NSUIUINIS 32G ANWVERPARK EAST SEATELE WASHINGTON Ntee CpIpUAlIID EnglReers arq An;gets seams,Waahirglrn ,. A WASS, ., ..W. .... nWWWr. jWj II O 1 1 1 rt , i iI I � 1 i s•v. CAS io 1 `INTMMtDiArl D,4�MAOP1 SPAN NO, 3 MVk PIM4 bTA,t1�3S Norc:Au rJRVne AW.P.RAu.eLro ess•WOWE. PARTIAL PLAN — xu.e. 3,e .I ALPRA axozx$aas iNc, VAS 170 ANDOVER RARE EAST --_--__ SEAnIE WASwNOTON 9E,PO COf1SJill�l�Opl .i w rAPM scr-it 1 1 0l NIOL s!!fuLow R]R NOTIM I I I I 1 III r W W i 1 �..__R!R UP COLUMN \ I sl D.I.PIP! I 22 eeNp CAST NITAL MAN n:. l I SCC DCTAIL� M i SPAN NO.4 • 120'O' PlrR N0.4 PAkT'AL PLAN 5CALIicll CITY OF RENTON otN S*GR or •e BRIDGE w011110 F S.W.REPLAADYCEMENT EM BRIDGE REPLACEMENT ALPSA yMIGnIMMI MC FRAMING PLAN-SPAN S S 4 No!„,�,NMVEA.NI,•, W..o xN"„URS COMPANY _ ti•._` !AO ANOOVEN PARK EAST _ w�— SEATfLE WASNINGiON 98116 Conwmnq Engnaen end Ana"ts _ I SBIIM.B.WNIMn01p1 ri___._ _._ w ,wa Mn .•vt_�4_ b t .! I 3•am 6 INCLUDED IN 9l5TmicTVK DIIa1Rfm E•WI IS m OE IFO,Y DY]TLD s•MR Is NIO]DED Nl SVSSMJC%N qY•M nn E•MN IS TO F•0M S To 0.FIELD WELDED V•bY1 gYENSgM1 VuIT ETN[ If gYENS10rq F.up S TOM FIELD KtDED_ V•W DO T•TIE ON STIIIRUI-�- $ S,gwM ON 1N13 IMIE NO THEEFDl117YIY6 Let[ T.TIE Do SfIRM1 LOUTN 7fIgLM IO q F gYEYStQq 4 TO CUT) LEkGT1 WEKM tl .OUTION z Iti, 1021f ypy tI y u N ID r 3 i !T IN. R. IN. jrTj 01. In IN. ". IN *Iota.[" IN. eN 69, r1to 2.1.114H1 my • ]. 3»a -- 0♦f 51 A Pit,ail . TO • Pµ! 11 .0 10 f0 B.0 N •• •,Ir cell INam II@$ a MPi. • H !• N ILI tN 0lAM Pail T[ • IK! 1 •I SO I} 8.0 !i I. Is U CC♦t KUIM rla• t "Ne3• I IO N M 1•, a, all: r1Ef 4.1 w 11 11 10 )a 1.0 f) 1. Is"M ON elf+ PIE: ••I Te/ 1 ♦ p )1 \.e /� 1• NI COT, OWfll Palo I Wet. I ,l OR ,0 ♦.1 eN IUN rIM ♦N T01 1 1 So 1, l.0 l 1 »• cook. VNN PIN I vw. f N tp IRAN 01Io IW NTT 11 14 so :• 1.6 ♦ 60 0.0 7.0 0.8 T, a )t 1• !UI CNf NI001 Pia 10 ran • N N „ 3A S3 DEAR Pita •N NTT II 11 N ID 3.6 t• a. lfft CM• ',1YM11, Pill U YNT. • N M 11 SIR Oft DlfR riff "J SOP ll 11 so )) 1.0 )f 1. all. NI q0y{ PiN 11 YMT.HI •!N q!R ]•I T01 ll . p ]I LO JI 1. NI oU yyIB1 NN 11 Ma. J JI " 1• nS OH DEAN It[o f./ t01 3! S !0 la f.e I• ). 1H LIe• OIIMr qID• %SRI. 10 111 ♦\ ILS toff NEAR Isea "1 MTV 11 10 N M 1.0 • 6.0 0.0 7.0 0.a ITf 0 It ,. 1731 CCIO LU Pilo I YMJ. • UJ IS aT ad OH 6EAR pit. He NTT 11 I Ed ]. L0 • ♦.0 O.e T.0 0.0 ITS 0 N ,. NO C011 KYaN I:Ia f Yai. 1 11 M •♦ LB NT NA+ IIEA "a NfT {t a f0 to ). HI COtl OLIo1N PIa 1 YNT. 1 H M el l.e f 1.0 6N NAN PIE, w TOP ll If f0 I3 1.0 33 1. ]tN Wl OIUI.1 IIIa • »RT. 0 H N N ed ON NM Pia u1 1W 11 It H U ].0 la ). 11N COI♦ 0.Ule Pit: T 4BT. a 1J N M ,Oae NN Pill •n wl it N p EA 1d ♦ f.0 e.0 T.l to ITf »I N, OLEL�-oft BE Il Tq • TN I , L• Nil SI LO f be 0.0 /d •A Ilf e N T. •p •lf Illlk 1qe i W II 1,M ♦ U 1 ! L0 eNt elAN q!a rt. RUT It • N N I.0 a ]. )U Ill 0.YIw P/t* u"Ntll TN ♦ I 1 L Id•NI SSA" Ilse 7 TO ll 311UVI f )!• H S.0 • 1. l,OS ON KIIIIR Pill u"U.II top ♦ a 1 t a Nu Ptla I 1 10 II 11JRW f Ita N Y • 1 a.f IT'W I! i. ON 0.111� 11,a !•"INl1 t- , N 1 1 Od 1 ILO Jl N I! !. !N) ON LI11+ Pia »"lull elp 1 S 1 1 Id•Olo e!N PIt* f ) l0 Ll fURa1I f fU H Y I , I.f A IL ell DIIN Pit* uplull lop 1 16 1 a 1.0 11.0 - • a. Illl w oLUNN pigs LNI0.11 Tor f 14 1 ♦ 0.0 sell AN Pia t l 10 II ff1,aV f !i N Y • • •,} Il U N at UI) WIII01 Pill u"tuti vw , N N ♦ 0.1 1 ♦d p 93 if 1. 711 N1 IIIBI male t TO 11 019" ♦ fJ •, i ♦.l on team nu I 1 Io 11 suR1+I f f• H r / • r.e • t. t ♦.f B E0. HT e» e!a PIER . • f1LRYP ! fi /♦ V f 1 6f N V t! 10. 1 Il.e JI V tl 3. 1JI ON DIfN rlu ^ • fTU11W f N H Y • T bf • 1. 1 1.0 • •. •u e0U eYN rite • • ]TI.RW ! ]• N Y . r 1J N a it /. Lf {e N tf I0. t*• NQ IILa Il le 1 I fLffUl f TS H Y • 1 l.f • 1. 1 I.] f S. N, BO 3 eta+ PIER • I IIWVr ! 71 N I Y t T ♦.! U U it t. aC" BEAR PIER • ♦ IIIfoup 1 l.f N •f Si 1. 914 f ♦a H Y ♦ T ♦,f . 10. self Iff" mlta • • fl lafYr f 11 •I Y i • •.• •J •I fe ll. 1 ♦.f II U JJ t. M tON DFAR plfa ♦ • fT1aRU1 f I♦ !♦ Y 41 ♦ t.0 I 1. A -1 ♦d 10. -- ea1 IRA. Pitavuw N f e r f a N r } T •.f all N it1 11, a. U.0 a Ia t] 1. fN 00•• HI plto f a f )'. _- f N r. Y ♦ , 'J.f I t. / 11.0 • •. N♦ 11. • Im BEAN Iten ] a nu,or III 1• Y t r ,.f a .v t: a. T 1•! !I a ft t0. NT INN suN else I uNwr f r f T l.f I lee Im, IRN PTO' ! 1 1118RUP S It P ` Y 7 Id • t. "t 1 T 4. 5 to II It t. 7.1 N 11 al 1. 514 BOB,I , lm pill f a STINUP f N f• Y I r ♦.! a 10. 1 7.3 •11 10 BEAN /IFR f a fI/aRUP ! 11 N Y } ' ••; N •i t0 11. al BIAN PIER 3 a 17 PIWP ] ]f H Y ♦ • 1.0 !I EI I3 I. )!S i • 1. eto BRAN Pilo • I fTVRUP f }0 N Y } T S.! p p }t l0. TT 114P BRAN R/N f 1 BE INUp t N N v ♦ , B,f T Ii.e q N TI 3 1. 1 II. v •. ]1 41 •EAR PIUR • 1 ftIRRUP f 1 S Y t 7.1 10 p 0.1 , N tl 10. 33 ell &RAN PHIR f 7 STIAW, • I! f v ♦ , ,. 1. 1 eA •etll Il IR PIFe f 1 lV t*YP ) 1i •♦ Y t t 4.1 10 p 2} 1. ,.f •0 10 al I. fl• e14 elAR PIIa ♦ T {1IawP i I• H Y • 1 ♦d a 10. 113 01 Pia • 1 STIRRUP f 1• . Y 1 1 ld ♦ •.a p p !0 11. 411I L 111 eNM q!f 1 1 iTIRRUr f to is f! ♦ ) a • f.e I t. I I It if SML IIEINF'OelClllo !M1 oIMNTITIE$ NOT INCLUDED IN THIS UR UST t• A: ISMRICED W wisnucnwE MMIITIT[S� E•qyyR IS TD BSEWERPWv1DnD/�TE�D�E[ yE qN �yl CP•-INC ITl f•YP 6 M E FIELD WELDED V•$NO.INNON MI fSLI[E AMO TK R,&WN6 LDIE T•TIC d1 STIIIIIIlP I— l �yy�� _ lI-I LOUTgN pQ DIYENSIOIIt IOUT TD OUT) L[NOM 9I[RM I'ly �11 R W. FTW. R 111. R. IN. R IN. DEO R. IN. Let. as !e 1 u. +.• ax 11/IR flee ! won. 1 1. 1• lfd tt - 1. t7N m a e f110 ! Mil. ) N N 11 1. IUI cim" � eq M.Mn Pits t w}l. 1 M L •d » t. tT lo.f » i. \Nl eN LMW pigs .M. f q N A )•f Nf OIVIW F1q \i . AT • q N SI ••f )) •' t•11 e•• 111.1 nq a wn, e » N 3 o0T eluw nq 11 1qT. i N N u 1.0 N mum OIIt 11 VIA 1 q f• 11 •.! :i Il: :Foie I { �\LLLJ . 1 C11 M OLIRM Pui •ql. \e lu H ll.e AIL\_`il—��/III F LI Om YRN Oui . .qT. • O7 N 11 IA 11 •. •llll • A•W OII •LIIIIP Iiq Yql 1 1• •• 1•• .. ). 11Nf �Q E oti O\Uq rife .IIA• Val: 1 N N fl !J fT le. illlf � .I) K OtN • .IRT, e N N •. e•f N 1. INft TN ,es, t. I »AT. • u N N IJ •e 1. I Ot» iw Via t N /i ENt • TS• 1 ! L• 1 / •-• li 1. 1.1N1f I WI N Illil IIq t w It rlq Ill• •• t ! I.i e I �I - « eV MIN pigs8.3.10.11 TN • • t •.0 • •.1 • 40 le 1. elt Yq II1A l.NI•.Il rOP • • 1 I e.e ! e.• T /.• i '1 /.1 • 1. 1• eq 111� Olga NNI••l1 if 1 N 1 ! ••• t •.e t L• O.0 1.• • f. e»' 1111N •Iq NNIN3l wf f 1 1 1 ..• I 0A 2 b• e.e e.• ! •. N nl VON ITte bNlNil TOI ) u 1 1 )•• t 0.• ! •.e ed 61 i •. IN 1� 1t1 MW IN NN UUI TOO 1 Sol • /d i 41 t •.• Od ed e21 o•MM :1 NN q.11 TO/ f N N • 0.0 • tN INw rue ! " it NI•K • 9 T t 6.0 3.0 N f10 II. uN• -� p' MELT. I. ill IK11/fDI1D1110 WS M/; SHEET SHALL eE A.S.T.M. A-61f OR•O[ •D IRREtf f1i0•W Dil.E1TW,at REeIfMICIMifq P=TJf'DWINItR RIYfK YWI[R If IIDT fI1DRNW itNw 45T. SEE SHEET N. It e[ND R111 TRYISVCRSE YRS DDE TO NAWSIMIAr CIIINEW, Clffl'K s 10 'XT•FMO. THE FTIWAI T�HE STRUCTUIE. RCOUMED 1 y IDTI• 1•• R I'- T� TYPE IN TT/E At J _ N s ka TYR V ALPHA ENOINEE$S INC. CrvLLANO 51Rel.UPu EN GIN,I., QJNtWgNM1 070 ANDOVER PARK EAFT SfATTLE.WASNINGTON MISS IANy� I I Al•�� 1 _1 CITY OW RENTON R[IA RTMeNT O. fVRLIC V.011R• NOTNIF AI IN I1• - UR8 COMPANY &W wwor WAY BRID E NOT INr'-WED 1N Tlil; REPLACEMENT —� Rustles wm and ARYysu YR L4T-VAWTMXC At.PAK 11•11.00WIt Bustle.Wain w Ny1fY11 n M.t xwn�-w G� Mw1 o Itepz®[I Wtwu[nm pNMTT11[[ :am is III let NNOVMy Cm m s•am is*cum Im a.asT1YCTlw[OIMMflstif [•WI O TO T.TI[N STIRIItI► KLO[D U•SItlMI Car Til LML )'!•11 O 10[[FIELD KLO[D Y' YpI T•11[ p1 SfMI1R1► g LWAT*m E q WAIENSHM IRR To WTI f/IRIf ]IOWT G LDUTON { om T z el e. • � !i � � v R. IN R M. M R N( RI M. I LM. I LOMI+1gY4L flu[)CUT y so e l LONOi➢.ONK 6 SD { C09 1UTNINl YKL 112.1 1 t 11 1 144 !• t it 1.0 l W4*WYL r4LD CUT S JO N] \UNIMt WALLIIF9 1 6 ll S f2 f• N 1.0 OH tlIIEYT I01 IN Palo 1 { 12 f 12 1 t a.0 N TIIRtNyeRl[ S 1.1110 t SO N 1.0 N 1. NO11 •00• \UTYlcT P(OTIM PIN 1. 1 11 ) H w tf nUYTtM! S Il ie H t t1 1.0 ] 10. 1142 a001 tlfNlF: ([O!t PIN 1 { I} • It l it LpgITWNK•aRl DIAMINT not • a! S E St 0.0 !} 0. lUS aNa 1UAfb rNTIK FIN 1 t l2 + It N ♦.6 f1 a f0 N ! to 0.0 2\ 0. IS•• •GIO eOMNI eKL rill 1 t I! • f♦ 0 1 •.o 10 S H )0 E U1• On OUTNENt rN3EN PIN 1 I IS • 1.• t • • be )11 1 3} !o ! }• 0.0 26 0. Im f t.0 12 • it t0 E N 0.0 M 0. 5•30 01) "?*EW r•CE S 4 )t 1.0 fl! 1 II )0 f .0 0.0 to0. 1♦T2 Clf IK Y1ll Ytat S 1• 0 10 0.0 1: 1 If f0 E rt 0.0 to 0. '50 101• YIN Y1ll "Call 4 IC tl ) 1.a fU 1 IS f0 ! •{ 0.0 N 0. }n♦ 101• CURB s t SO • 0.0 six I It 10 t .1 0.0 .2 0. IS14 a01T CVN• S U fl } O.0 SD • le ee E 30 OA )0 0. !wt 401S W0 4 I so 2 2.0 11 • 11 SO 1 N 0.0 50 0, go" ct1 CURB ! 1 TO ♦.OI 11 IONYlVOIM4/IIw ONP INT.11Pa • 1• N f 21 0.0 21 0. 14•4 CIO ORDER ago, To tl ICNITUgIMl V2P N~I $ ) tt• TO • 0.0 • 0. J)TT On, 11NYKl Katz f 32 • ) 1.0 fil TRIN/LeRO[ • tl SO ! 1 0.0 1 0. 114 WI INMU YIPICK ! JI 12 60I 3 21 LNNT IY[ ) f N ! • 0.0 • •. •I 1031 MNCY1ll Ncall 1 li N • T,01 fli ♦ f )p • 0.0 • 0. H 'fit YIMYILL Y"it 1 • f• 11 1.oI i1• ♦ e 1• ! i ].0 I 4.0 1 1.. t •.0 • a. 21 Net •IRNY IT, S Il aJ • 0.0 Sis I 12 !0 • 6.0 • •. H a0H YINYKL �t • 964 tH • I! 1! f 1 0.0 1 0.0 •.0 ♦ f. )♦ tl1 11KYKl ��------iiiiii------f • N 1 L0 ft1 • 1! •F T 1 ♦.0 1 t.0 •.0 T 1. T) a" •oubltNT ICOIIN PIP 1 t It ) IN 1 1 LC fY top Aft 11 • S0 2♦ J.0 n ). •2i IO•G NKY1N f N 13 1.0 fU f N N T O.0 t •, H0 0!1 '•Lf 1, a01YT S all J 1 6.4 3U t SO •] 1 !.r J 1.o J •A I 0.0 1 0.0 40 2. J♦0 iNl fN11M •TIR rN•)0•at 10 UI to SN . f0 •1 l 60 b0 : 0.• 0.0 ! 10, ltt Iw2 .Fz IN IIFN .N.Ie•u a Tt IS 10 •.0 s.+ t x at e s e.e r 1.a : •.0 0.0 a 1• ]1• rN] ,¢n•N PPR }N•le•u f use a la 3H S 1! s0 1 L0 3 I. •1 PC" ISCTIN PIP 1•b IH11 ♦ •• N Is 4.0 fSl IMT[NN OUMMNY 1 if f0 N LO N •. Ufl fN3 PNTIM PIII SN.Io•11 1 It N IS L0 !!J I ♦ Nr 11 ! 4.0 S 0.0 f 0.0 IC ). 3IN, IOH PNTIat Hp t•3.1M II ] )a fY I LO Sf• • ae• ]0 1 1.0 1 •. 1!•1 IN? IOCTINC 0110 2N.Ie.11 9 a• H 1 t.0 1f! • It SO 1• 1.0 24 ). N+. FNS FNTIN net t•I.IMII f Its H • •.f 391 1 O SO 2t 1.0 at •• !HP f0M rDCT IN¢ II:0 bNlHII 10 14 4 11 l 10.0 f CIO PNfIK Pilo N1 1 li !0 N •.e feu N11K P119 ♦•1 11 PC so 2) L0 1 LONOTU ML A?LD CUT f SO fOis fNTIK PIP .N \ at l LNOrt UMNRL 6 SO fOlf wOT1N Pile ♦N I ♦0 SO a) 40 f0U PoafIN rl[N •N f 1.0 N It S.0 I LONILUDIMLrNLO CUT ) f0 fols fOOTIN ease •N ) 11 to as Sd f! TRIMSKRt[ f 1714 f0 N 1.0 N 1. •162% f01t rNTIK PIIN 4.9 ) •t H • •.0)1 TI/N1YElwL 1 124 N [ N L0 1.0 0.0 )f t. •I1I1 .011 IOCIIM IIP •N s t0 H • ),! 5 1 L ITMINK\aN OPEN of MR, 1 2+ f0 E St 0.0 \2 0. ♦2N f01• :911 . IIlo •N 10 HR 110.0 f1 I lot 10 l i/ C.0 a\ 0. lflo ICU FIXI PIN /N Io N N 11 \.0 $11 1 •t f• ! ♦♦ 0.0 ♦• s. 1111 IOtl iNT1N Sal" 1.1 so fll • •0 10 [ H 0.9 H AI D!• 021 NNE1N IRN 9.0 I I •I tl P V iu t N SO F N 0.0 •• 0. 1fe1 r01} rOoIIN PIER fH ) )t so N S.e fli 1 A 30 S w 60 t0 0. U•1 101> r09T 1Nc H!N SN s I lc fe Is 6.0 Slt T a0 it ! t• 0.0 J• 0. INJ @t fN11Ni Iiq fN )M-20 90 r) oA SU 1 P fC F •S 0.t N 0. Hl2 KN locTix4 PITY fN ) N H • \.0 sit f 11 10 [ •Z 0.0 •zl01• loot lot /1!N /N f • ),) 311 1 10 10 1 3C N. 30 0. rap C27 fccilNc IIEI SN 0 i. TI 1 1p.e Sao • se ! f0 0.0 w 0. ♦c10 on IN11NC PIN Ml 10 N w P b0 fU • tp !O f rT 0.0 21 0. llJ• "on "GET PTIR H1 10 31 !e }) 04 S10 LW TMa OWN DIAw $ ) aN f0 ! • 0.0 • p. alf0 IOH wOrl«¢ Ito I 1 I .1 H Ls 0.0 91 111AINNNIN • t] so ! ) 0.0 t 0. 2N f031 rNTIK PIN NT 1 ]a So }l 0.0 far LIONT eeo[ • • f• E • OA a 1. Io Olt NI IRS r]P •.7 1 H 50 1s 04 u! I + e fe • e.p • e. a♦ on NUN PIP ••/ s t1 o as /,e s}t 'SIT 1(T- • ♦ w e : ).o l +.9 L t.o } •.e o.e • •, a o1• 1P¢ 11N •.1 f 3• • • /,a srf ♦ 1 .0 • e.0 ♦ •. it cif OaTIN PIN •O f •• • y,y fH • I N •d • ), }! POH PNIINi r1P Hl N I1 11 ) Ied{fT I • 10 10 'TIT, 1 •.0 t •.0 10 / ). as 101T rNT1N r1Y Nlt 1 1as fp • 0.0 fI1 HYN[N\TIG1101N ♦ •OC w ! 1 •.0 •.0 •.0 b0 f 1. INS fOP INIIM¢ II I1 ]N•l••Il t NI SO • 60 R NO K,POe1 ]OC a r 1.0 ] 1. •it KJ• too IIN a r0• T IN A • 0,0 •1 fIq OYPesL•q 11 • s0 )• 0.0 )•I e. tU Ow iNTIN l 10 11 Ip1LC011N{R f IH of t be I.2 f to !0 T 0.0 T 0. PD 1G01 Ilu PIP aNH0.11 SLOCa S ]• 1 } •.e 1+4 t !I II 1 z.0 ) 1.0 ) 1.0 1 0.0 1 A/ le }. Na K0I MAP 111N 1.I.10.11 at"', 1 1! 1 ) /d]+• • •a •1 } •.0 40 L0 0.o O.I ) l0. IN wi EP IIP tNa0a1 HNR • )1 1 z Id f+) I If •• I ! 0.0 1 1.0 1.0 le 1. NO�.ON o1P IIY 2 ID 11 Pact f al 1 ! be 1•L f H f0 ) LY ) 1. U OH H« Ille L).10.11 IIC! 1, 40 fIl IMTWNe1MIR•[II 1 lr f0 }1 0.0 }• 0. zIN b1 !u PIP 2:1 -11 Pact f •P )) 1.0 S.3 • •)1 11 ! •.0 f 0.0 ) 0.0 10 !• t)•I "a ELN PIIY t•1.14.11 Too 1 It f ]I 1.0 tf• \ It fa to 0.0 INI ePN IIle t•).10•/l TOP • U TO )f 1. SfI ) n 0. I10) eN2 ol1M IIIN tN•10.11 lOP 10 f0 A ).0 )! t of tl la •• wtl IE1N IIN IH•10•ll tlTl • 16 1. ST[[L )KING [WI QUANTITIES NOT NILl110Cp IN T1'13 4111 LIST ••W/Altil�w>Ap1NICiLs[wjaNf1^ E•S•MA11 To TO K ElrP(FYTIRWATTED�Q p . .1fw. A.N.l at! •III IS TO K FIELD'MELDED Y•lawn pl TMI!lN[Yq t1[N1R1� _TINE 1 elv K>L I. DII t1111AW e T NI Dust" " too 10 WT) GlIIDTM R16NT ! Ey F! y u Of ■ T I z lei 1*21t MILK L Y rt IN. rt mot 4 rt. w. LSN. ��T�L f1 u •. _ i0• wTwMM naa flee I t 1: I/ IA. /• • le ..e I: :. nn » f.o ]] •. Mta •n $tWALLNL /IM 1 t 13 ! » H ). •.0 7 OH .Urrfw ltt FOpIINi PS-A 1 1 Il ! » 1 1 ••0 1 1.0 : Lo 0.0 e.e ll +• OO -^jI H •.a H •. IfH le T 00♦ Nu•r M r[pTIM rIN I t t! S •• A f •. TT) ! to:, 11GI '/IMIM 1 t It • +T ) •,0 • L0 0.0 s 0. ♦0 r.A } R• iuM 1r. l t » • IS M •,0 S.0 0.0 ! 1. f• Y ale ;m• •_ au I t u • f• o f .3 ♦ ! 1101 1•• •mn•A ne• 1 t 1: f 1 • • 626262 s f• LL-� t� i f .0 • l e. 1,1f EENI c elf w1.1K1 feE ! � io a:o ]• •. w! *�fl o f nc Yu a T!a ] u e le e. uA f w.w v fat. Ylnc Ylu 1u1T f 11 u l •.p s •.o 0.9 I • z t / TYR tT • NH W1 ! } H • C.0 I T Ao» cwe I m l Pow w• t :. ] L CI• Y.♦ S 1 10 •.0 1 }.0 1 !.0 • 0. !] R -- 1 01l I IIIDE01Ll1pNCl,12 ! 1t 11 1 •.0 t •.0 } AJ 1 0. ISO f 0}S IKYA1\ YM1IGAl ! !1 • It 60 U is Li 1 1013 .1 MGHl\ FOIL f » •• • T.0 It •• 103 • Kll YIKWLL NMIi f ] f• II T.0 1 AY♦ GIN1A GT01 f » ♦1 1 21.0 .0 1 A.i ! 1.0 9.0 OA II 1. »• 1.� ♦ efN YIKYUL f ♦ H S l.0 • 1. •l • Ql •INGYILL ' 1 A.0 ! 1.0 : Le O.e e.0 11 1. IHO ' s Ip' 3 off AwlPNT RpIIN IIM 1 t » S IN 1 i.0 l 0.0 1 0.0 0•0 0.0 : ♦. 10• 71 i Mt FIKYuI f a a 1 ♦.o t t.e x t.e o.o o.o ! 1. un 1_� p)1 DDYEl1 !JI JOINT S li1 ) Y I 0 fNl rOOI ING IS!$ i.A.10u1 10 101 !0 If A.0 If 1. 1t11 P. f fNI fODTIYO rIM Iq0 IMl1 10 ti H 11 LC U •. 1b) r 0e1 ,00,ING ITS l.A•lD.11 • 11 !0 Is A.0 Is 1. AHA IGH !]IITI•W 11lA NN10.11 • N so 11 1.0 U 1. •0•! • is 1. fis t wl RwICRCN10 M•f fw MS $IQT f L K A1T.1 A-At$ sl Ipps FOOr INi rylA t0.10.11 S sl H Is IA M 1. 1t MADE GO JKEU AIWI OTRGTTIfE. ♦3 /OH /ppll.i rIM 7.).10.11 ! !t H 11 1.0 ♦ ]• Mi I Kek0.DI11• ��I.Ifl mt/TlTl TOM.K OYw10 if NOf Al1011MWT111W } Iq1 fOGTIN4 IIlA I.3H0•ll s i1 H ! G.0 • ), M• LIET. 11EE SNECt N. •A rN1 IODTI NL IIl. !.]•10.11 S 121 1• • •.S 1p11 yARS pK gp�N s • eA. /ODl Inc q!A bHi0.l1 l0 lu ll 1 10.0 • O.o • 0.0 » il. 1N• S IM1v[IQ! AEI EM= TnE3c •%Q SWl am EEIIt TZIUMED 010 00TIN4 IIM ..• ) » N 1• t.o 1• 1. Ti» ro Dpllfpr ro THE Lt71f10U14T10N DF TKE STINCTti1E. 011 O[•ING pill, •N II ft !0 I) 2.0 t) A. 1HA HM IpplIN1 r11A ••• 1 •♦ H 19 1.0 )A♦♦ I0M IDOTIK qtA .•• A Ie s0 I! LO i) 1. Z. qH SOOTING IIM •M s It H li 1.0 Ts 1. ••♦ rots 10G11NG •IM ..• s 10 )e !i 40 }• •01• /ODIIN II lA M• f 1• H • ♦.0 1 11• !T6 W� !y 31 •Olt R[T ING q1A •N ! 10 H ♦•]0] 10 H ll 1 . If1 •/.. H)l 10.0 •]t1 IarDOTTIINNIqIMANO 10H I /\ I}A. 1. $1 /0t0 OO11Nf rt lA !.1 a ]♦ ,_a It MI FDOTIK IIEt l.A 1 10 )0 If 1.0 If 1. t001 Ol Olt IwIIN rSaA f.A 1 » S0 }) 1.0. is Icai Il all FU011Nf Ile$ 5.1 $ It )0 IS 1.0 ' -! 10 TT K 0,+f ON fOOTINi q!A 1.a ! IO t) 6.0 I t) I. K• •0'! H R vc2S WTIK fit. H1 ! ♦. f1 • A.a •IT .:. 10011NG ISM 9.0 s 1• ]. . S•! , •• !•� C 0•J' 0.0 Ctl 01P1N0 rim SASo N 1 1 1o.0 • 0. » It. •M• If t. tll• AO ep {KA ID01INA 11N NT le ♦• H if A.0 I D /. ]••• AT p U♦ 10M IDOr 1.4 II!$ H1 10 M !0 t1 60 n 1. }00A y r't ION r0D•INf rIM I.T 1 .I N Is 1.0 U I. IW2 tIs f031 IDOL IW vial, PIT 1 » H }) 1.0 11 03t OS INi IIM ♦.T 1 10 Is 1.0 If /. Itl TWA . D A• SH On wit Ni IIM HT s 10 13 b0 T 11. sM •Inf NM NT s H • ♦.0 1 •. SIl '• 0lf ODrINi (Ill, 1.T ! 1♦ • ].f 1l rm• roon.i ntA ••T 10 1. +1 1 to.o • e.o • o.o Il II• •11• a�aA gNGEWMRS INC. .A ran FOOTON rIM 1.12 1 Ilt H A 0.0 1 e. Ul• li f0)A IOOTIN 1»$ 2.1.10.» 1 A•1 H .. 0.0 • 0. !••. fm1 All 11AACTYIMI FNDYI{FAiN,..„ •`11S 11 IGN r0'TIM PIN • TO 0 1 »A N ♦ 0A _ • 0. tLLf 110AND0\•ER^ARK EASI )) OW fpOTIN t 10 » •0111LCOONIA ! »A s i 0.0 SEATTLE.WASNInOTON s0,00 f0 1c01 1!M FK■ I.H1N» LLOL. 1 » I I •.0 t •.o I •.0 0.0 a.0 .H AGOI AMn III$ i.HMJI KOLA f li 1 I 60 ! 1.0 l ♦.0 0.0 0.0 1 f. IOs eT M3 M. I/aA f•NIONI HOCa • H 1 I 1.0 t •.0 i GO o.0 OA T l0. A• aiD •t0 AH MN rIM f TO 11 SAN ! M I f •,o I b0 t by 0.0 0.0 l0 1. M1 ;��A� el OH !M IIM . .10.11 FK! 1 •1 ♦ T.0 I ♦.0 i bo i.f T.! N 1t 13 1. 1Ml ;•• tN N rIM .2.10.11 TK1 i AI A a ]3 1.0 ll 1. RN na tN !A. 2 rIM t•s•10.11 +M • If 0 )1 1.0 •.]FI� -23 -- 3s 1. 1]f t L17• �. r03 tOAI UM rIM tN.10.11 ISO • ❑ f0 ]l 4, 112 •a01 f4A! IMN r»A IHHOHI fit • t0 H N •. ,Nl 1&AN PIN H).10.11 1011 • U H a 1. • •. a. S. 0. IT It T. l.f CITY O F R C N T O N 9erANT1e NT DI Plot wo$a$ s1ELl IIEtNracmD 8►11 IAM4TIT1[S UA8 COMPANY sW.cRAor WAY aitIDGE I "OT INCLUDED too TNIS SAII LIST C,,,AAM ErgrN ere and AllEl M VA T I,U•nl: $IJDt•.IN Tom l,♦YYA•. f• .Irrl Ml. -� M•.A•I�L I