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HomeMy WebLinkAboutTED4001507.327= Bear- is included in 5ahSb-uclurV- 141anlilies. 4 =A.S.T. M. A-6/5, Grade 40. F= Bar �o be field welded, V= Bar- dirnensionS vary between dimensions 7--Tim or Stirrup. shown on Phis /ine and the fb/lowin9 line. S= Bar is included in subsl�ruc�ure guars li lies 4 = A. S.T. M. A - 6/5, Grade 40. F- Bar to be Feld welded. AV --Bar'- dirnensiorns vary belweer, dimensions shown on This line and ,/fie f'ollowinq /irne. 0 I L OCAT/ON Q 0, v D/ME/VS/ONS (Ou/ Yto out) d a o ro a W U w X Y Z 6, 02 � aJt,O Qp h V Ft I In. Ff I In. F1 Fln Ff. I In. ff I In. Deg DeS N67'H F{ I /�. I Lbs SUBSTRUCTURE j PIER 1 FOOTING B 4B 50 S S 1010 :1.0. 74S 2 PIER 1 FOOTING C, 7 S>~? ^_, 47 74.Q 47 '.,, P=r_<� FOE)TIN . S 14 SC) S 2 4 10„ S 24. 1.:1.» 4 7FQ ._ i-11�:fT TN' S 42 SO S 1,'1,C) 5 PIER 1 FOOT I NG DOWL R 90 S4 S V 2 2 1C), rj 5 PIER 1 S. E. END DOWEL 7 10 S4 S 10 'S.':) 7 P IER 1 N. E. ENT) DC41EL 7 5 54 S 1 1 S. 0 A;: •., 1. " '::� r, r r DER , _, E. END C) _tW.._i 7 8 -54 a 1.4 - _ _ r _ ...... rr I R j ABi_i-TMEN,t7 5 24 SO I S C, C). 0 PiER 1 S. E. AND N.E. END- ItFIR 5 4 SO ,�)„r) 1 ._ , 1 ABUTMENT WALL �. a E L.� r. # >-' ^ ) 1 f. 1 �, n -< " r 2 PIE? 1. ABLiTR N;'T WALL 5 B RC) S 1-i .. 1a'r> a0.,0 I.0„0 I.:,'> :.'.. > i',::tr' :, 14 S 1 P 7 j Ali !T- N`�T i.-N,_I S 4 SC) S 421 9. 4i PIER 1 ABL ITNnENdT WALL 4 1'ti,Q S7 T 1 i>„ 05„ !? E, P iFR 1 ABUTMEN;'T WALL E; 24 20 S :l ' t , r) S PIER 1 ABLITMENT WALL S I E,1 T ;S (7` 0 - - �'rrn + E F 'p,tr) _ _. _. � _. E ,_ { 1lr - �., } _ !1 .. l): rt. \ i)„ ... _ {:. �) i., i) it .1.'. .. ) L: P" 1. E. EN;'D r 12 B',') ', , _� 0 3 . ER 1 N. E. ENL) ^ �, S r ^ d',) � 1. 4, S r' Li.. (? ? (�., t? i., � {.. .. .... ._, .! .. r '. E. E, r•+.l ? S r 1 1 E., , ,r7 ,..`.., � (� „ � �.. � ,. t . . � ._.{ f _ C ± PIER 1 N. E„ EN;�f1 C 14 GS T S 5.,71 01 0 - c „ 74 P IER 1 N. E. END 6 141301 S 1 2 11 „ 0 E,. 0 0101 0 00 I.F)r; {') { � :, 70 22 S E(GECR I ER ON PIER 1 S 14 C,^ T S 1 0., 0 1 t>„ 0 1. 0_ ,7 7:4 14 BARRIER ON PIER 1. '=, 10 C,�� T t.,r) !-, '.,0 0.0 S BARRIE:R ON PiER 1 4 7 r,-C)1.::'{ t, Bt.RRIER ON PIER 1 4 4 r' O S t B.'") "{ M{„ -> PIER 2 FOOTING aj BQ 50 14 '_ ..._...... 14 P-'7Q FODTING C, 30 ry") 14 a.,0 it? a P T F Q 2 FOOTING DOWEL 11 1.0Q E_,*, S ?1 < PIER i' C OLU. , IN >`, 0 _' E., A '1 '.:i , r) I, ,r) (7 . F ) ., � �1 (> '. '.. r'! :: ' _, ;i, "*1 his _ PIER, ar: CO U''r!N 4 714 !-�-, T S. I C`r,'r) PIFR 2 COLIYO,N1 221Ct,,) ar, PIER 2 CO!LOIN S 4 Sr S 1.4 37 P 7 f7 R r� CO'r_UM!N3 4 20 S1 T 12 9.0 2 _<» 0 rn :s„ 0 0:, 0 01 O 1.7 3='• PIER 2 HIN.'+ S BAR 1. &?E, 54 O 7 C).0 FI: .. 71 P I FP 2 Ln'I'ER CROSSBEAM 4 1 E.:. • )") S-_, I E, r),. 4;3 PIER 2 LOWER CROP ;S8EAMI 11. 12 S") > 1 F'IE ? 2 1_trttr,Z.R-C-T-30S` ;EBF'AL -! 4 1.0 -5 C) S 1'3 0.0 1.'� 0:, '1 !7 �� E -Tz., =R 2 GO:__U::1V •a 4 (=,_, T ;-, r_ ..i» :_) -} i.0» 0 010 �2 PIER 2 COL1lti+ri 4 4 C.r, T S.'^ = „t"> 1 t::.,t-?1..D >5 PIFR S R 42 S SO .S a0 a.E..) :1 .. 1 _ i._ �S PIFR D FOOTING 2P Sr) S 41. 7 _ TI� , ,? t=iIL,TINdG I j 20 2.0 4`? PIFR B FOOTING E, ^,Q SO '') ,`_) P F{? c FOOTINC, �' _I(:_ - a I :. t . ,) :, 7 1 {,, ?_' ^> , i, 4 ,1 PIFR -t FOOTING E, 26 SC) S 1.7 r,.0 3:_ ,.=T�IN',IN,',, WALL DOi�:EL '' 42 ��4 12 r,.,, -7.) I.._� Ste{ PIER S FOOTING DOWEL =) 2 =;C, i. 4 ) 0 1.7 4. 2004 54 PIER S FOOTING DOWEL 111 101. 54 1.4 G, 'r), _ 5 PIFR S F071T I NG DOWEL ,{ 5.1 -54 .12 4 „ r) 3C, PIER Ec ABUTMENT WALL ti, It C.1 T 41. 7+„0 1 r1» 0 1. 5. 0 0,( ()„ 0 „t> 7{r. =? PIFF? D Af3L{T1''IEt;t WALL 4 {:22 57 T 1 ,.':t 1..'s'S 3r: R S ABLITN'IF_N'IT WALL 4 IS1 C,1 T ;-:; a S.'fit I. i", 0 1. G,:, 0 E)» 0 0. 0 ty D. 1.4.5 SlUPERSTRUCTURE =.Q BDT0!Ni SLAB BOT. TRANS. 5 40 SS T 17 1 , E, 17 I. I. , 47 J. BE)TTOM! SL AB BOT. TRANS. S 40 E-A T 1F. I. 1..0 t ' . 7 � 7 _> E�EiTTO �!_AEs BOT„ Ts�hN,�, !; 4n ,•:_, T 1.�, .L =t.'") I.7 7, 7:34 C,E( C-<=,T - 0"'.. SLAB BOT. TRANS, S 40 SG T BEtTT01,1 BOT. TRANS, S 4a SG G T 0 I "7 _,- r3=,TTON! SLAB BOT. TRANS. S t�7 E,', 1.7 '� ti) I':> -:?, !. r PDTTO' SLAB BOT. TRANS. S B: 54 E, S.'•) - "> +=,7 _ _ �7 i?'T(_s!`' �!_A-S [•(EtT, RANT ri is'71„'ri _ E12: r'iTTt3MI SLAD BOT. TRANS S E. SA 1 S., l? =,9 B7_TTO!'r! SLAB BOT, TRANS. 5 14 E,r, '.,' E, F, �,, ,rt 2 -,0 1 0„ (r) =; {') •, 70 B0TTt.j1,I SLAB BOT. TRANS, 5 3 f,S F, 0 2 7,0 0. O i BDTT" SLAB BOT. LON,': ^ r 72 BDTTO!" SLAB BOT. LONG. 1 I. la sr 4<< 1.1 .') Le is 1. 1 :: �• "'`': S BriT Trill! SLAB BOT. LONG. ' >_, 1. E< S4 r, 7t► {- Wt r• b ,G . R ,TTO: r �LAE-t BOT. Lnr; _ l 1 + � {�' r i ��' C,0 r t, ^t hS- ;^ 1 LA 11 IC C1 , , rBrT. E C•,;"1 f >- 7E C-O-ITri-JKI r,AF:DOT. LO`!' A G ram0 I. 7: S,.'7t ... 7{ r'7 C�,l;TT,3' BLAB BOT. L,/r1N.{'. c 1.G E 44 ).r 44 10„ I.C)77 ' y' >.__ , ) �` tyi ` ,T . 1 II,,r, B=T . O.: LAB BE L 11 _!i�t C. y' �.,_. •..j {) _ 79 BDTTO!,! SLAS BOT. LONG. 11 lC ``'I'D C,0 0. !7-1100 RD 2:iTT "+ SLAB BOT. LONE;{ 11 1 G EX, GO 0. + t ',t7 , Cc!, p 1 BrtTT"I SLAB TOs� LONG . 5 BE, �v) 24 » 0 -4. ?� BE)TTOM{ SLAB TOP LONG. S 4 S I D ',r' 1. .12 2-( BOTTt 111 SLAB TOP 1_DN';3+. rz, S4 S4 S7 BDTTOM! SLAB TOP TRANS. 4 40 E,,=, 17 1. S !. 5: _:(:, S E!_`T I.,, S L A S TOP TRAN.!O. 4 40 Ey=, 1 (7, 1 I. „ St , PL'TFt3,' 24-AB TOP TRAMS . 4 40 r„S 1 C, 1. C). 0 )RAWN Q T � L OCA /O/V R7 BOTTOMS SLAB TOP TRANS. R2. BOTTON SLAB TOP TRANS, WEE; STIRRUP SQ WSER ST I Rr7ll IP 91 SPAN 2 STIRRUP WEB I._ONG. 174D WED LONG. �4 E-TER IOR WIEB LONG. - '=•+S EDGE OF CANTILEVER SPAN 2 r E, E'� TER I OR WEB STIRRUP '737 ACCESS DOOR ,74� : ACCESS D07,R ,D9 ACCESS DOOR 11 )0 TOP SLAB BOT. TRANS. 101 TOP SLAB BOT. TRANS. 103 tf ..1 S ti 1 TRANS. � 1,C)4 TOP SLAB BOT, LONG. I.Cir- TOP S' AB BOT. LONG. IOS TOP S'AS BOT. LONG, 1.,")7 TE)F iSLAS BOT. LONG. IrC) 'a: TMP ;SLAB BOT. LONG. 1C)'S TOP SLAB BOT. LONG. 1 .10 TOP SLAB TOP LONG. I.1 1 TOP S._AS TOP LONG. 1.1,E TOP S1_AB TOP LON IG . 1.1 t TOP f-T AB TOP LONG. J. J. 4 TOP SLAB TOP LONG. TOP ;SLAB TOP L 0 N C4. T QP SLAB TOP LONG. . 1.17 Ti.:.tP GLA'B TOP LONG, 1 .1 r: TOP SLAB TOP LONG. 119 EDGE OF CANTILEVER SPAN 2 1.1-''0 TOP SLAB TOP TRANS. 121 1 TOP SLAB TOP TRANS. 122 TO!-' SLAB TOP TRANS. 12r_t 1 TOP ;SLAW TOP TRANS. 1F_5 CRt"1S- ; BFAM, . STIRRUP 1. 2-C, CROSS BEAM STRUT 1.27 C:ROF�S BEAM! 12CROSS BEA,,M, I:Rt S3 BEAM ESTRUT 1 �t0 CROSS BEAM ..3. D I CROSS BEAM 1.32 CROSS BEAN STIRRUP 13-•< C:Rnq_S BEAM I.B4 INdTE%M. DIAPH. STIRR. 1 sz� INITERN'I. DIAPH. STRUT 1. -3C` I N,TERM. DIAPH. STRUT I.B7 IT'!TI"RM. C)IAPH. B I.D: 3 INTERt,% DIAPH. B I. - I N,.TFRM1. DIAPH. A 1.40 iN',TERI,,% DIAPH» C 14. F I F'_!., 1 V•:.}'ND C)I AP)-i. 14:� PIER a END DIAPH. 1.4'; PIER 1 END DIAPH. 1.4r; PIER 1 ENE) DIAPH. PIPR 1 END DIAPH. 1.4 / PIER 1 END DIAPH. 14S PAVEMENT SEAT PIER 1 149 PAVEMENT FEAT PIERS 1 & S 150 PIER 1 END DIAPH. I.si1 P'7ER _j END DIAPH. 1.5 PIER 3 END DIAPH. 1��=t PIER S END DIAPH. 154 P I E9 -=t END DI AP1••1„ r I PAVEMENT SEAT PIER' S oCi � � [.ii i vim i v.� / vi v.� Vu7 Ta c "f-/ LENGTH ►�V ����� aeO U W X Y � 6� ® 2 ti i� 0) 0 --- Z Ff 1 In Ff 1 In. 1 Fib 1 In 1 F� I In. I F>< 1 In. Deg. Deg I Ff In. 1 L 6s. 4 40 SS 1 C. . 5 17 I. 1 ., 479 4 42. SIG I. C, „'r) :1. 7 I.0l 5 924 BO 4 S„ 0 10„() I.0„ 0 210 210 -tr') 4:, 51.40 E 924 BC) 4 3.0 10.0 10.0 210 210 `V) I.'r r, I. 4 r,C)Q B'W) +','r) 1. C),Q I.O, 0i. '• ! Q,r .,.2: ' R 24 S''t 57 10, ,;-) G,_ - PC) 5 {, ,^i -{ '1 0 f. f"} '"j f�} •( i ! _t r _,1 ri + ri a C) r, C, i 2 E, (. i 7. 0 2 .::(. C) O ., C} ' A 1. r � 14 . Cr 31,3 R . ? a 4,0 0. r D'.) L a ..- %•<.'::��:..%'::? S 214 G5 is Cs. 0 I 4„ C? 4 SQ F,5 a �1: t.,'r) I. 4,0 010 r^ , a 0 :_ +^ +^, . r i t ri 42 50 40 '.7j .,0 40 ,"'•t, Sr;.i e 8S r.^ f1 ,^ t 0. . f �_. ',•i 41 rj•ti 1^ E ,-t '-) „ +r) w4 12 SO E r, 'rt S S2 SO E 40 0., 0 El 7 E,S F 'r' a 1 4., 0 7 0.0 0. 0 I A4 . 'r) 1. D. 0 „ 0 0 „ 0 t� ;. 17 S:2E,Q (_:-5E 1 4 � C) 2 12, n •::.tr..} 8E/v0//VG D/A Gl?A MS U TYPE 50 TYPE" 5/ TYPE 60 TYPE 6/ k Ty 62E C TYPE 52� TYPE 53 ICI r`z'i X F'x TYPE 54 w ft� k TYPE 64 �t TYPE 55 TYPE 56 U U TYPE 166 ( lu k _U I w L . U U Y e, ez TYPE 80 + tv S 0 S4 F E, „ +^t 7 S 44 70 5 n ,") t I. ;. r:} '-• ' � Y 6j Bz z „ :.. _ _ a 1 - T U U TYPE B/ 12 E1',.? 10 /O" I /350 .13 r"!•':.? .7{ 11 „ C) .L {� „ Q .% {� , t) f.._ . � _,. ,. 1,-'i '�'t';:} .. .. .. __ .. - 135' r._ 1. r.� ..... 4.:.. S .1 C) 2,4 1 r.,^) 1.Qr,�Q E, .' r-, 7! 71 T .:•{ i-'; :. 'f) I f: ` :. \_, %) : s 1_ i ' T Y7 ~ 35O i 3 0 4 S".1 .... - a /35 r 2o SI r-:f.- 7 TYPE 8.3 4 -,E SO 1- 2!'- 1 {� ) °_•(e_E,YPE �3J�v 5 1. 2 E,') -11 'w, . 0 21 c, NOT,ES 4 ' ''' 4 _„E., L``'„ {`' ' I » , io ._ 137 /. ,q/l reinfbrcinp born on phis sheet shall be,4.45,T. M. A-6/5 Gr-ode 4 4 SO ID �.t„+ 1. =_t�-, 60 unless S own 0/hewise (4 in G cede colurnr�). Sr)_ f�eIn/orcin tor' tr-crffic �6cxrr,ier- is not sfiowr? in .this Ban List 4 S2 E,S T -)„ r) 2 0.0 01 0 2 C ).:z 4 �,') F 4.:_{ E). ,) 4{ y, _., P See Ti-�rf iC Barrier" sheet. f+4- - 3. Bend for fnc�nsverse bars dueo roadwoy c/--own c0ndi71i ons B 4 S,') 17 ':-t „ ') 1 7 r.+, hove rno74 been shown. These bars shop be bent os re stir -ea _Y z {: ,'-) 1 - . r.') 1,-' .„ �.:''`'' ' fo C0/-7 -n7 to the cor0r l' ur-afion of the Sfruc Pure . 4. -* Indicates number- vnd length of bars to be derernnined by the contractor from the plans. TRAFFIC BARRIER 160 LEFT TRAFFIC BARRIER E. 22P: GS_ 171. C) _ B '7). 0 010, 4 4„ 14S4 i'"•.1 G 240 E.5 =t„ 0 4 0„ 0 C)., 7 4 7. 1 C152 1g.`- LEFT TRAFFIC BARRIER C, 14 GE5 .1 , ") RIGHT TRAFFIC: BARRIER El 10 F..'S ::-)r,0 r� 1.0»0 0.0 C, 5 I -,� LONG . TRAFFIC: BARRIER 4 20 S,D S.W. CORNER Or TRAFF. BARP,. 4 14 SO :< '�").Et -r � N.W. CORNER OF TRAFF. BARB. " 4 ,-,... t 7( E,, 0 3 10. Q c a Q. 0 0» Q a. Q r: ` 10 , ,7 N.E. CORNER OF TRAFF. BARR . 4 14 SO -< r,» 0 .7t 1 I<,E: S, E. CORNER OF TRAFF. BARR. 4 14 7.,'rt =t I, 1 „ 0 :{ ' REGION STATE FED. AID PROJ. NO. s NO. s 10 WASH BRM-1157 (I) C,HEC K`iED PAT //- B,S JOB NUMBER PRCJ. ENGR. 86 W 002 DIST. ADM, CONTRACT NO. FFO/,� DATE REVISION BY p APP 3/�� 10 DOT FORM 221-011 Revised 6 /80 SIDEWALK -) SIDEWALK, I DE•W AL.V 4 1 r-114 150 DIVISION OF HIGHWAYS Feb. 28,1986 APPROVED r �i �► Washington State Vr,f Department of Transportation ENTMNCO ENGINEERS, INC. BELLEVUE, WA EVERETT, WA }�. ' CAS C � BRIDGE SHEET CITY OF RENTON 12 WELLS AVE. BRIDGE REPLACEMENT SHEET 35 OF BRI-06-E 35 SHEETS Gp;Q-IS6732 ;CANNED 0(,T 2 7 2006 et