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HomeMy WebLinkAbout70-100 - _ �12S<J ems/ ,� 7!0' a -- 7- 7-0 �.. .._. Wit Rw,PrF/rcfs�s..�` _ 'Y Came r bo/f-r �i tf;J{•);Gva drs7 r . , • Sit I[ � h � -B%BS!'Psf - rYr 9Y P=sfs fo/.er 3 "bs Ol,f'o%q � CrO. inn.• _ -_.. _. __ _ 1�1 �d ro✓t/n bee. rov Mtrc'A sf de/r- I � ...��yp�*_14��3S .�`. �-� Oa/./arfTi L !'6v 1 L-,'1 s s s+>•,/rer,F rndr.-� w Guard roi/� Z - l �Yijrr/Juord. -O - 1 - - t#� 1•/ a ma's F/7 i/rr.6r f,5ro6 rns I �� Gars Cr h��yl q v, r d//p o/s. Consf.Jrinj .Z% c>'".r8::'cf r..rf q!',.¢aofra✓1--,r,' to ,�, w J I I r' _ o woo�rJrh�asfhy/r �I /'C/vwo ' _ ��' -f/ssr rlrcn/a6ouf[- o R d ....c� ELEVATION .3!-ba r C•L'cfir. \ ��-•1b� Te and def/.m ea-6 - Tr 3J En/4•C` /4'0" /C-Q'/. .o ' -- - - Cyr • Y • � �a~borG�ltEfrt bent,hrokrnds.--l� n -�-r j"f Pr s•s-� Bof/am of I 1•lj�os ) -p f' � R �. Tv.cn/sence Se.i, B¢r �.�'dbrrQ/Zcfis.sfrv�bihrrfYndsl '�4� h \ / I o y - �Oe spicry/n is/e r`rorr f� 34'77mee-6u1{e /4' - P ic• •-0"F?"f" # f-,,,i"0�/=f"' (•to/i�rC9L ni•.. !-6' fo.�si�:c�.. ..�01 r p SYA' ��r - TQ Cevxcfir i� F rf.rsC i• Le .f'I-Ml��✓�£+� i v, Z�iya�/s C6ctis. ��'�� -.. 'I � I y I hbinGv�Ys a►tn - d./e -- I .e caxrrfecsasto �prermrrefbybf r'o �/ �\•'� unpA-t J'Sc.6'ar Ca h)r Poi dehi/s aT/dn9////dmn/ I li I o � S9" - I SECTION AO AO TYPICAL /NTE.RMEDIATE BENT _- ' So/es in Oenr 6vir `h} �1� 'i Criwn I I O — �Dide symmP,nc /v�irf! �'!� •-t j .<7 6 / ieo ba sfvy tiCd _ o ois �1 err/s E f�fis. L3 -- --y-- _ — - I+S7'7,f1f. ° 'C I 6%?'�rn�rJifcb; � -----���. r I - I_._ 1- 1 i f � �� -•�-�'a�. t � 4-I f/r .r � �i •' • [ _._ - --'r-�.-i -11 --} I wifh!r0. /.!r. �iffm afcen/f✓r +J %rr�. d I - - fH S'! 60/J, 6/?Cj J.J7�/r�hf,/ 'e�M'J• I S boffom-.�itv - 1 ivseu'era.aw/,'.ew.F I � LbrJE/Z refia f �Frnd�✓Ibm- � I ,I A ��-t'-1- — _:1'0�-- ---I I I ,O; I I I I '__-At-r. I I I I � i� -� J'•n'i/ndt ------- I bur .� I .J f�`Nyr wwu✓wd i I j I I I 6u/,fbsvn O °w j: - sco F crnf 1•yb�IbY I �• s 9' — _ --'S�5�- - HAL F SECTION END BENT -- /•f f iZbr6a/{,ref COI/Nfl�r/Y.f. JIr,I'I1,Av/�r.rfr. �+�t/�✓ I .f - '�"�- ` ' w' ' ;- BR/OGEACROSS SAN✓AC/NTORf!/ER ClOere fr. Note,'-Tgeh irx fird.dn tac / ---.-- Car A'A- o�n/+d*'"sdP c�h PLAN DETA/ESOP/4 OYSPANS • -- .- �, r�oy l / /211e.4�G:J�(v+ate o6A�[ d�0 nu wo. f -2 Z J wJN N 6. AA 6 O. C 1 0 f O 1 - /Oii//LFirbv/ls. /xa/Eevsdrvchd r --# " '•^ :.. ' I f;:.d arl�fa Enyiaer� I�, - wif/) U �y nufs0/Z'cfr:. z NoiE/a �tb�`_I _ SECTION A-A _ = SPLICE DETAIL Sr STEP H _ i (r 'ball,. Fired Pods i j. H ` _ `•4�;- lYi//wadJaP e,- 1 _ 1 DATE i f7antinls/6rbo/Js. �y w _ 1 Pnrrodafu/e6r+ny }A JYAare roil T be%coefaecdh aeqn datf bor{idouer abs o nth��awiyn J h f SECOND STEP [.fivJz, toffc tiG �n SbeetN�./. = I Gieedaf3/rL/ PLACING EXPANSION ANGLES a _ I RAIL EXPANSION JOINT `•` h�IfFrl / j,(�sfs i 'brfff {!/i.2Y,(uy.I �I I/fMf0w.m/i Adlrr/f '� - _ 14 EX AN 3" 7' .� i � � � J• S' /Oi I �j�� l , / 4 i'�6ors — 4'Ga/✓.' heet T -f'6.//a. . #•H! #~.fjaeer 6ei. '/in9. —_ c j' N r HOOKED BAR DATA DRAIN DETAILS _ •A Qrains fo be/acoftd of E o FGaei 0 _ 111 shw�diy Caf(p:/gs. ;o.s l,d sides ofbrvye. Z • f/JLO�OTOUrliCe�//�af ,/G,On/y N ..� ; � ondYrafilcn sPons fa s5...•o+a- � t � ' -_ I ,. Sheet Ira./. • 1— .- —L. T - LONGITUDINAL 3RACING ` "'�� GENERAL NOTES Oa4erio/s,Poiatmyofrozlinyy,and rarEmooS/:o,Jo can{orm _ e 3 P dent SECTION © ® with the Jfondord fpeufitafanS,affhe Stafe of Co/iforna fPo.�nas emt FarScclian B-,o See sheet/Ya.1. Oe arfinentofP Warb/ic s.OrrrsianorN�hrro}s,do�ed •Seale' '•/!a• Jwarr/930,andfheJoc&/Prarisians oeccm/oanyny fhls setaFp/ans. 'sir fyiv nf.Nr/aE/fo Timber/o//myy, asfs,eyhre/qquardondb/ocFs rho//be -; kyv� cls. Sense seleci a7f-�heorfsfruLl,Turn/ rode/'edwaad A// /.4 vfher f.nper and of/es rho//oe fieafed Oougfos Fir _ of ob pain/s`lbere Treated timber^- ks fiore,Jeer -- - P: after C-sasafiny {he cutPorhans rOo�/fie treated O T Z She/P/7'+f•.ti-d' _ :til-B J'/tops,.fen/,Nr/atd:(i/+! P�' �P f W O:/Irto�ed sur ote wir6 Iwo o //ca//ons o{on a rarro wood reservcfire be.care tree:ao. i°F A be//leeWlfh cut wos,herr or/da//Q'6a/fs h be fffe.l with molleo.ile iron warners. _ _ 1��a �•� All Cenuele sha/16e C/2s s"A"�Sfr✓cfvre). TYPICAL SECTION Reinfrany sfee/Shot/be jnfermediafe yrode,ge'Armed- - DETOUR ROADWAY - bars.We,esoheedbarsshaf/delopoe2'45diametert _ I ✓ones 16-4, 'PSI•G„ - - �./✓mv mus 1rro/M�rW tO9rove/ j br shoe svrloc:ny 1 _ �•� y e , races � g r�r ` O �J g £XA4N5/ON DETAIL � C TYPICAL SECTION APPROACH SURFACING T �' -IJ ,e.ao , z _ yy 56C- 49 (�J - - F�yA...�(�/Z�aj �.S -�•? ' BRIDGEACROSSSAN JAC/NTORIVER m DETAILS DETOUR PROFILE AND GRADE SCAu AS sHowr% nu Na --J /'•Ga' BRIDGE NQ 600f'• 011AWIM0 JM f-f16-3 O I 7-- _ • Y?I , i•:. --_.-_'-__--_-._—rB.ta__.—�Givdt� �—_. --__.. _.__ _ _. o • , .. ,�Fj2�y IvH � J , � Y - - �. • him • • �(���`.�e.. !• , - • �q . 'i �pvofii!,r i 7 'Tr 6e vsr�fii esf.�•so�ng ' �-- de iR�ainf/e✓/?9S7 -.`i `4do"fs /c _— 40b'jei/e kFb'Tes�ik mnreyl�,r/pi/e{ _— i� • 76 - 7 £L EVAT/ON / 8Z e3 fovh F[ n['fo 7,—e w'v,0 6e 'ye �' N • t f , and Fe,el.Avo e Mo,-eh —14 .Xs•S'.T fi!`q.'; - Dresenf Beii r 1 6e eemered, _ mwwsys I eel,d c�roJr.d fd o Dedrr. = z RuF.ri f/. 4 Y/'o�/oiSfm sr/�[✓n - _ _ -- r4a 11e417�N woy� s z d + 1 r • i---'- `art` >�N o ordd 9 S.s0=.20.33•l... +-K •Oi/Miv iaenl�Oefirr) 3 z edT rs/no er b 1 �. - - - •- - v .�.} --{ •0 f - m _^_ •.T — - .9. SFM[J l�ai.P9 1-t}g. .I �;� - ro-fwo 1014- 'S _ ..7tfowi..rrCa �os`-t.L. J — — — -- -- _ I .ate —_� iz�_ --- � a � ,� �.� 1 + (�1 1 ^1 �ii W I LAYOUT �1 Abfi:T.h:'s fYf dµ6ir Ly 6..n�'T'rfid.'o :Ii C _ 2U8- N mnwpn�d/b McWS %97",05w WJi7il d W I PKOPOSEO M arscdm �lyd b!v ihr/7p�a��f F✓t, swrt- f1/'� ' PEDESTR/NN 7, 7y e0fno .e a a �6 C k Bi S/o.B/+4S_g2 S7A7T OF CALIMRS/A < T3' Pub f/se yr Dofe .I� .1, �� DEV.IR7MfN7 Of OUBLiC W17RKS t m Z �pl S% Ty'oE� • EPRO/OSEO ,vEc BEf!M BR/DGE SANS C/NTO RIVER w z c mam /f azAsT z PROPDSED ¢'PEDEST�/AN ex/5r c src s vsvn /. OfCLSi�tlRE PLAN 5/OEW/lL! _ Fxisri✓� c C 6aTTEe ,pN /alf COIiNTf Cl) CZWRAL PLAN m X. _PROPOSED f32/O E W/D/NY I 1 -- i Hama H&saw, mawua�C-szc-/ far•6-.MfAL" A-7es'"e J*e//Yr.,3 ` I ' i j 7 CALIF.IF.261(2)I 66 7y 17—' `7 - " - ,. llcfc6,PrB/9SEi. _ £ L>e�neq XOv1 liY 1 r,6 o e, !.,.. ✓ P e' 'o ` F —�- 14 19 - 6 .. — - -- - _ - - -- - - le e— --- ----- ---- • — 22 ZZ _. _._. L__ --_ 6 16 l5 - -- � - - T- o-- 1 - - ee tc JO -- -- u___ r --- - _ - - E B r-— — --— -- --- ---— — 6 P. t'�e \ , _ \\ �,�:, z w o IL l � TOP RfINfCRCf,"�fNT a A. W t W cl `'< w �:._ Z�-4. �£ PerN.^1 �$ Soon Vol ti: G.e-.! £ Sa^n - + 14 Zo Z6 M 16 I r .,� is `L ♦ e '�rK -:�: 16 lB�4. 26 ZO ZO 26 26 ZD^ _ cal Z l3 See C: l rra� 1_ ! l6 - c•. -fir ; ' 14 , s. , : tv -. :�:. ,. •,._, ,: : n. - Noc r "'22 - - - .nit •F. _ 5 . tif 26.?Z_----- zT V' s o B('TTO�A Rf/l'JfORC�1fA .= 6R1DCf ACROSS SkV JAC/NTO R/✓fR y --- o O `RfINfOP"LrMfNT SCALE-- _ +I BRIDGE .5.�. `FILE I DRA KING •( •.. f - - - - PREL.DRAWING NO. _ � p S JJ c 7»' 1 CAL. F-261(I) 69 1•79' V111 R/v 177 /7 77 TO S,4" O/EGo 9-6 B-8 �. ® a ® / MPR0VEMEN7- EAST ': l204,P& E D 57.9 579 \ 561. B-S B-2 � � To CORONA IV I 1 I _ l , •IRPRC+. PROF/LE OF E/rJ T/NJ JRO✓NO - � k it dE, O W /275 w 0r1 t �I l275 w �fL./273.a I �' n° l . EL./272.3 B'S tl c T47, lk a.W 6/270 \ h! hi �: F! N /27017 _ 17 41 ,f e / O} N Al: OI O ! 8-4 F ' /265 zs '9 \ N` { _ `� h fi./265 z T%wt 1Sot'ioz by DrOse 1)Lpt- t . B-7 B-/ + I /265 Q l,Y ry EL./263.5 Ez /?63.3 01 l`z s rC I n r Oense B�r-G.ry44 . - u b{j Loe Se Oark ! N, i Derornoofed Gra n,.� /260 3 8' I e� 6!`y Sand } �.( ,/ .. ti N 't .. rt J. n 13 3.� Irti`� zo Ez./257.9" 6�.3 ' \�. 7iI ti l B_tg o' 7- E, � - 1 f 1r /255 -- ,g Y • ./255 - LPG;8/ow" Sr/rl, Sa4d /E55 a y I131 OarA cr ey S./rr x y.. 2 a i r3' ` �`��.:Ond :: r` ,,`. .. t f G.a in T 2CG •Lx r e on G.o ie,.y j .`� Tt t '•t f�. 'r T - � - •' ' \\i l'/n .a [Sand w,Af.�.ye �* l -.- - sa do e* \• •9 se : �-� ..., -r00 ��°� De.e.npeted...Gwn.r� - .SP we• Nc c..rl .2,, .W.a .e.,,L'... Bu4-ED'Sfff ,/ a�.;:. It— ,3. - 1. ' n, ,v -.:Sv•-:., 7. *9 . , .y..aw:- - - ' 1- - -I• .> .. � r ,o: oo z._ - .ax. -- Co-s acr 'g__� L��..-..- ._.- ..-.- 1_--..: .-._ .-.._. __ -. _.._ .. ._... _ sa -i::` - .• -' - - P i;"tw' � ' zs M. r •= BEL�R ocn ^� _4Y�Campacr •;� Sand ss..AA ) ro Gre !'ove// y G L- -a>Y e ea 9 i Its .,ti �. de�.p w,Y+ so,.Te r/r /fir' _ 59. a6 T jag s rZ7 !, _ - T•9 se so . .. su s rt was• w: y. iGe r.nes°te. Feet z. ` ` - \• Je w:. 578 CLASSIFICATION OF MATERIAL BASED ON STANDARD GRADE SIZE LIMITS LEGEND OF EARTH MATERIALS L E G E N O O F B O R I N G O D E FL A T I O N s NOTES O ®PLAN OF ANY BORING The orit...I. S attention.c a rectea- 5Kt : A,•,e c'of the Standard SO ifK°bons DIAGRAM SNONIN[, THE BA5'S FOR ESTIMAT FS -a .� .O and to the Specio P•ov..Ons occompany g It.s set u1 plans. [�^.�� 11 SILTY CLAY OR O PENETROMETER +: �-� Classification of earth mote,,cl as sh0 a th-s sFeet .based upon Geld inspection and is OF GRADE SIZE OtSTRISUT�ON USED IN'?E'•ER- r.•r•� GRAJEL CLAYEY SILT 3 0 B-,�,'g na.f0 6e c.n51.u°d to impl.mechomco!°naly iy't- MINAT:ON OF CLASS NAME! :Z�4 CONE PENETROMETER O 8-/V4 �I B-N° - Top No%EL -+� Top Hole E/ J TO hole E/ CLAY �'�. IF GRAVEL IS P4ESENI IN AlPRE.-IA BLF Pt AT ANC°R rrI ts .5 SAND ORGANICMATTER L.1 SAMPLER BORING(DRY) C •q '-eB/Ow5 �' Als LAMOUNTS TI+E TERM'GRAVELLY' .1At ., fund BE ADOEO TO THE CLASS NAME, V.e. _I ROTARY BORING�WET� . ,g I ,C. t g , ,r "GRAYSLLY SANO." TtrE TERN+S � SILT F'LL. h7AT EF:AL o ;Jet/ ILTY CLA scr,p?r t '' ' �MEOIUM' ANO�FINE� 'D` +I.AUGER BORING Cngy) ° r4 •s. \,-,J .. .x!r•' S I , IL /A1// •�/ P D //•�^(/ /7F LzCiAY / WHEN USED TO DESCRIBE SANUs .•. t.f /..: ,>. •af•/A C .�i\. /` 1� / V I tV�/1 l//IOl./Lb CLAY [ .:. IGN£OUS ROCrw SILT AND GRAVEL REFER TO `I .)ET BORINGr'•u/,N prpe_ . ^•s.4 I_sm „ 'STANDARD GRACE SIZE {- ' `i r� ` �E-',+..'^>^ufe^.> 't.+$Ar;DY CLAv OE i . . L - O'allA1ITS• CLAYEY SAND DIMFNTAF{ ROCF ,') (a• �, v o+M >�.� �. wCo,SAND SRTY SAND: ANW tLT JILT / CORE BORINu R 3' : 5 �r Lon :.�:•e u.. 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A .. .<,. . . , _. . . _ - . r' , . • _ L ONC%TUD/NAZ SfCT/ON : r• t... , . t .lo ( 4f— ,,o, �._ _ . i. j W<_ , -- . . - - . . N. r I"Ic,a.„ i I WI `7 i _ _ .I _-e�C74 .• ,. . . ti �. - - -_T_- �,- - I r- - ' . - 'Ta if,ie 1 .. a .w,,.w,..a.'.�.k,<.— ....o-,. ae. N -�, 'a f2 1 y _ C -----, 4b"f e♦oI Oier/✓a: - Pier Ne J Pter uc 4 'Oier a...� Rb,l NO 6 . . . . . Laf;-_� Q . 3iu1 d...ew a. a..W... �. _ UL T/MATf DfAO LOAD OffL fGT/0 V DIAGRAM 94 9' BRIDGE ACROSS SAN JAC/NTD./4'1IiF . : Vo sco'e fN0 DIAPHPAalf E S t SEC C� j . _ T L, 1 EGt,,:N.i _ - _ - SCOIE.'3d_Its I L -^—_ „ . ram( Ai epr osfnoled C 61RDfR LAKOUT . _ I > ?Q 11-..I ---.-11,. SC �•.v= 'G BRIDGE 56-ff FILE DRAWING 9- 426-i 6. O ,{ `1 - PREL.DRAWING No.P.`tZ-'-, - l-7 I - _ .. C'P. ICI cn UN i - 2 1—L-IF-26)(2J 1 1 79 0/1t X6-O —r— - TypcO/ Slab I _ rern/orcrnrent II - Diaphragm normal I _ _ /O" Yo deck grade 4 r,beft- 7bIR0 OKd FTTI — , - _ �- --- bottom orgirder E.A Wall Reinf.t'b• 1NTERMEO/A.TE size and /NTERMED/ATE DIAPHRAGM LVAPHRAGM SECT/Gtiy s Abutpoc'ny:•a ABUTMENT BACKWALL , END DIAPHRAGM BENT CAP ment ° detwYs DETAIL U/ DETAIL U 3 Q�TAIL i& �/ . At center of DETAIL U 2 k O(� Stem use — UTILITY OPEN/NGS > } " / betweengi:rlers Corot✓_!in-globs to beporotR/tbsbbAeiir Ed er Finish and Pit/with o ho/t Total4 f t Edyg��eer finish and /Spon Length Ke s J�7 PW wilh osµ5olt 4 y Within/hlsGmrt within this/iinJ Feropl p ao//oroirovl �kty 9 t Stirrup rupgainst p /=0.rlong r use Detoi/J1/ use Detoild-22 I see,a/dcirg Diogrom. spaced/=0ta clear T�4 ob Ke —�fdger t'inish and t i//wi/h asahult, �r. Z �� ollloiMs. _ _- -- — I �. W T \ ¢ ey Vorrnv/Reive to Girdltr — / w61r/=0 �� 3 Ser f/on T v` key/in dtc.F s/b to RetnPorremenl Rased I ;� continuous thru Keys Re,nrorrernen> O of C on.bw!n!e aO� i p• oll,joints ( continuous S W Cons* --� t� thru,joint -4' y fc} � 3 TRANSVERSE stem SLAB BRIDGE Q x r i DETAIL J-/ - DETAIL �.�/� ✓-20 / J-22 / 0.25 Ltngth2 - Sao horizonM/bes I r 1 44 1"rr the dia9ab/ RANSVERSE IiS'EMti. LL� 1 A bays drtheconytnctmn 1-/¢between o•2poinh Cortstrociicv - a whenr aeassary IG RDER eioint Roistd keys Slob - of Spans except if noted StrOigblsurtbce�oint DETA/LtheI ' K rwyse rn ofheI r' r. \a -/¢ XS;O.'c to/4 fomio diophr�ms. v. Y X/'r1 oaer j l 4-/♦x S-O Toto/ B for A4 diophiegm� 4 0 _ } { o -�1 So o/•o C------ I Note: % reo At/nd /aaght Ot'diophrogrn -- -- ` I Lo oh SO c on 0W/onyrtudinol--- R consfruc/ion,jonts m D TA/L� / S/DETA/L �/ -� , ' • ons 51tm ;N 4 t lobs to be at edgc of I _— �Pos'brrerts�rrt cQ„l;,x�s CURB AND SIDEWALKyEXPANS/ON ✓DINTS ✓oint P �-1 froPFic lanes except as _ thrw M /n simple 3; Stirrups hP ./p approved by t Enyrneer �� L✓ fpoM p/oce,/oinl of midspon r/n COntinN7N aptnt pddce,jo in over�/interior Piers or b.nts e�of nrrdl/brit{" . _ soSesN latex �- . V < N 0 Easier A itA � b" PART PLAN�C-Lr a Fspho/t-/otrx tomt 1'i//a,;` Min t'or SECT/ON PART SECT/ON _., � � P/ace n dec6-,on/y,un/ess- INTERIOR IR ' sh own c/her wise —curb LONG/TUD/NAL }- DECK SLAB F A Raised /� Set key in Zt i i, Slab Keys —��'�where onostrrwt/O✓l E+P uY Mct% -� 6`Rubber Ithterstop EXa./Y Alol% Siie at dedb�fed I d exposed s —� r _—�1r- RUBBER WATERSTOP 4A TEX A T EXPANSION JOIN 9 Slob / Constrtx*cv7 At . shown Otmeximum height D TAIL L_I ] Tempi~4toson� For use'Where 'Voter-'iyA)I ! Stem—��-y-�- Stirrups 4 / XS-OTotb/ /Fi I _� �� smooth Grob down loin! is require ... L. ` (eBFA�T CAP SECT/oN PART SE CT/oN exGese.f sur�ces- -- ' - __- Q/APHRAGt1�f5 - ) ^. r -n c' < < -� T r PART �- _ 1= EXTERIOR GIRDEREXTERIOR GIRDER L NGIT D/NAL _- ST,/ c _ �� r _. W-1Tf1/SLAB CANT/4El/ER wlTt CURB �--�— -4 �. .N ' KEY- GIRDER STEM TO SLAB / N O/MTS DETAIL J_4 + T STANDARD DETAILS ;Echo CONSTRUCT O J D E AIL 04 DETAIL S sc.uAkunc .. xs Is-21 o,U ;� a 18 0 'IIEL CR�VYING N0.P. I'° I ! I I I i 1 ! 4 C� CF 151 U% STATE o v'r°e° CALIF. F-761(7 64 179• I . . E 2=4-Concrete ?oilrn - -2� "4a t�14 _ o Ay 46 ryz lot tea, Iq d ' 6roore 4"fillet-J Frro/ ` g ` I S L - Var;ea ,� lore e_E y:y W I _ i .I ' JC'elsewhere C—fcr a I f AernPorcemen:"F Jheesee,•�<rCer re:a 14 W. - �5�.:. .. - - i lore 7 ese a.. I whet . .� ,, , , ..,.:r. .._?�-* ,:.. ._t.,.. -. . . .. :--•. .-;_. : _ TM,<. - ,r _ f. r. a ,. .-.. - :. -.. .. -. ..... - .:._ -_ .. '._- ......:>. .. :.,- _ •� 3 a 9 — --- ---- -SfC jk : 7.3 - r. P. a .i' ,.. .. .. .. ... _ . , ,yap h {{ e .. .. ...... .. .... :: .,.,. -...f ..,.. ... :�... - _..:.-., -_. _. .f is c ,r...:,... .� fb./ IYb. i11a tY90 t AbcB ,rK'.. w + $soon s� � �. a ^. ... ,• ,.,,. '•:... .._ '. .1 ::: ..:. - r. ._....- .-.,, 'Y� 4' : Abut Ma/ Bent Na 2 Bent/Na 3 B5t Na BM/Na S Mat Ab 6 ?; �. TEE BEAM SUPERSTRUCTURE P"CING D/AGRAA/ : �y D . d FIV r Numbers(l)anld(2)indicate sequence ofploc+i)rg glyderstem concrete.Omay be p/oced ,I*(;o;1� with(N when approved,provided both odjoh�ingW sections are placed. °► E j Tqo stab concrete(.V moybw p/aced separately with construction joints as , desired or with (l)and(2Jexcept no construction joints/n the oreo—T.nor 41.` �...a.�°.;•.�<.°..a T[1/5 span length U-1/4 span length _ Longitudinal construotlon joints may be used when approved,provided false- BR/DGf ACRO,SS-.SAN J4Cl./YL0 R/llFf� pesrcrt : work or shoring o,7 each side of the construct/on Joints support the loads. ' Contractor sho/l submit fo/sework plans and a superstructure placing diagram _ 'to the Engineer. .d4 s EC T.t O r� TYPICAL "SfCT/ON t F .0 7 T-' y SCALE j 1 On BRIDGE 56-vt FILE DRAWING crso, E- •26-75.• O PREL.DRAWING ND:P. H?i., - �(� ''• j C, Pi 1 4= � -4 .. � . v wee° STATE m ze w[n rota 7 CALIF.IF261(2 + 63 79 Piv 77 a- P,er No 2 Sh. C 3ndge - .� N _ -. •I I - -.�t Pier No 3 S>c 376.96 30 i T—• Pier No C S/a°79+53.30, Pier No.S'RO.38C+,90.SO J `�^0 tier/✓s2 Y GI Id J/ —44 9 9 For^J� ✓ I � � 1 \ ! Aj 3: Pier Ao< ip• ' �E 9ndge hl h• i }✓}4 a 6rlfeV- /GO As':1h ma.r S:E'e/,Aer NO2 ; .Z16'Y,ey :! IEdanwe/s j•r.�.'/Op Wif(i•" L d sty '•. F - :p4 Lk', ',w •.th,a2:, J!ee/,Piers NO f 4 — mdm steel` r a j �a Tor ILl r --;b v �• �i •! r zC12 ` yEY - ti If A i F:?V/, .p er✓JC 2 •'t " �. p 1 clev IRS o,e_ .;,.9 E,114e Pew Ab — ., �L— i 1 6 16'6'' Sf 'SEC 0 PIL :. i.� Scale r r ._ :'- :, _ ... .. __ .--: , :,- .,.- ' . •• ter. ,"� . i �# u _.. -. ^_ ojw� - ., , .. o! nurse to be o%ced on/ .,. :.. . m whenOrdered y e f n ^•. „,�^ : .. :. ., .. a -,.�. .1p' �. ... -....._ ... - ... r ...,. .. ,. _ :_..... .... ::'... ,. ... ... f .j J ,]O.S OCh. SeolfAlcFr� shown.Orest^mah II 9 tS.a-,. � 3 JS nQ-., � . _.. .. a,., :.-- _ , ,. ... '. ._ _, :. „ , ar axes on The thIcirnew JO be , ... ,_.: . . .-... used will be determined/ he _ r -- ,.. .. b the€n ,nee e � �+ -s• . y C.. 1 • - f... , - - .. -:... .. y'h•._ _N.L. a - DETAIL Of P/L f ANCHORAGE _ Olt BR/DGf ACROSS SAN J.4C/NTO,R/lifR �� •- t .. " • f'9SL4G�'IT.•�del+t•°�KY,L'l E S i C tl :r C 7 a >j f P/fRS N0 2,j 4^ �,S camc•• • O f .. - F� ".vz -c-ac_.yr:-vrxs=Ae•=~�.�.... SCALE ^QS tSfr-JL4"7 1 BRIDGE SU 5.1 (FILE D.WING Y� -4 26-'I� PR:- L.DRAWING No.P. 1-{il.. 15 O C .(? Isf Oo r , e,7. CALIF.I F-261(7 62 •79• y".41 4ry 77 1 B 3 -- <E Beari^o -------------�6---0----- 7-De/c,/ C - LC ,2 Beor,n7Aou•' '/J, r I Ab e•rept Js c� BE9n,? Abut h Fe ,I n7'eO Loyoul Line -_--L.._-I 1 _- I P✓'nsN ott -7,r..t-.re •I \ ♦ �L. .. __.. _i. `De J. ., ,$pomp Ploce re,n.r i as shown (r. _ /_ _lo_ '-:•Speucl&rc M07 �. o �Q -- —' De',r . j See.SGec,pi prov!"'Ons r � V - _ f- �. Sto 377179 - s- 1 yz • jo- Lf BridOe- - : I i _ 1 _•'�C�11 NoP,e_ 1 _ 1 /v a� SECTION C C 9' , �. ! '. .Scale !-C• - ! z> f00T/NG RE/NFORCfMfNT z Scale,%a=I=C d�_'6Bevinps for details F ah.e/ W �l2 'v E-- - i,— �_ t F - v r--e c--� / fie., 27d� , s ;9 Taa ,SECTION A A `t -- ❑ 12 L!SIB� �_� L_ . J '•� - � r. Winowoll Lovoul Line 1 f --- -------------- -- ,u , I ncw•on LC pu''+ro Qo 'o •- - I - l r De o/D PAN -p�, r ,?a sfc O f-f T/ NSRI \ . . r t �4i x .Stole 'r '!-O Al ULmJB •y .2.. �. c - 3- -, >, 05 TAt C' ., sfcri , y } �. Ax, . I .;� t. 1 I iy q frO/f fore � l4, • c F Bride t"4 s f �b f :•fxp Jt R,,,'7 � 5 l ! Aoi/mo not shown /7odm not shown r_ L �` r¢: O �f"Specro!fxp.,It Mot%' i ° '• 2-g� � ---- _.fir__-T_- .- � -- ti '� � °x r, i IgIW c s aJ2 frJn.'foce DfTA/L D r i. '3a�12—�bourfoce I _ _ cote;% 1-`J' , Approx F,asb Gr LIne ' - -- (LAPprcx fintsh G!Lire c ul^: E i Pies not shown /Dote. Abutme^i No: shown, \i _ Abutment Ma 5 s,mdar. j-0 m,n. fL fVATION � ��'«� . - sca.e -! fL f IiAT/ON B-B BR/DGf ACROSS RN JAC/NTO P'll - I D«t 41 SECT t o N ABUTMf/VT DETAILS V� I�' ' �Ti,zT.�.,.�_� ,�...•-``; SCALE As 5hJA/7 BRIDGE F6-.SI FILE DRAWING � 426--2 3,' ` W—•\ --K PREL.DRAWING No.P- �{Z,�- ii 14, ltwre na.ww wu:� - .. .,L. 7M0o CALIF. F'461(o 61 •79` { E i 1 e i U N ( � F Be u,.ar no Ab do 6 . f 5eoring Abut No \ Pier N,,? `g\ E Pier,'.4 b' C Pier.'Jo 3 Z\ \\\\. `\\5. S,'o.36^+30 .. Sta.577.79 Q_1 \o -a_•. \ �t 'yp, > \ \ `\\« \ \` ' - Z -- - ---- - ----- f- -tom- - - o� - - ��\\ - -- - - - ---- —.. - �,. \, h'4j �9'0� t e1 or i % N .6. _ � 'o' ,�/ Sro 37,'+295C � � \S 9_5��J y .._a S7. E_30� A .is �o S..J•90.30 \ \.a\ 'i WQ © Z•fl Z•Ei of r ?Iv ?� �`rs \ �_� r W pile L 7 Test P/le P-f �'i"�,..'d.:.g•5:1.-: :.: - _ :. : . _ , _ - - : :A' AtZ N. TER N. T'if.' TS-V St A L E; �..T—�. -- :a Gonfaurs as of A rr!19J4 _ h. ... ..r Na JiFole. , ..-. .-:, :_. ., ..... .y .. .. ... .., ,.. _ ..«, ....... _. .... .. s..-. r n i 6t,bar Y`"s e.,kw. � -T .- .-' a .. ._ .�• .., ._ ....... .,' ,._., :: --,. .. -::_ ,. -...':. _ F .�. -:,� r-,� .. .... ,. .. .. ..3.:+... .z ..,..:. r.. _ ,. :r 'v..a .«' - ,.b.•Mi`-� ..x / Jc a Concrete r 10 la s- 6 -. .. -- .. ... :.:.... -.. Pi!x5 eel JO Jr xy Plate 4 J3 0 .. a `r i1 � - _. .3'aEp Bat. .o 'r ', -- - — - - NOe; Aoot,nq sleiahon shonn thus = n,g: SECTION A-A B + deoo!eo rert/ca; s de er p _ S'ECTION B-B_ notes 13 bo de a g PLAN apt •sse-s.• Sb hd 'ra.' in Zs2'rwo hub burred 10' o/n to be van/zed 73 Af.Sto 373.97 E Jmpr. Note, Or 90' flex J266 31 np offer weld. /s comp'et_o,a »"""• DRAIN DfT41Z TYPf A (6 Required) for local on see 6enc-ol P/on" v No Scole e M•39 A s2 BRIOGf ACROSS JAN JACl NT 0 1211lfR Jo.hd nod in 2�2 rwd hub bur.'ed 9' i` le it. Sto 391.21 f Jmpr ��-- r_ fie;J277.9J 1 _ 0 fOUNDWRON PLAN SCALE f�-�Q (BRIDGE S6•,r'J (FILE DRAWING PREL DRAWING No.P- I4'2:, )3 O a i 7•.- CAL- F•1e1(1) 601 4 Neal O _ _ 77 •99 •l n /r0'. 4.06 -115 i - _ f _ .. 4100 V G..—LR= +0.47J6%ISto1_ — -- ------ ----- —-— ----� . . .n. % .".."...... a Pro Grade " �✓`� xf ,— w..u.._ _ 304' - B` ----- - —--- Face of Pi7vin9• Notch (roto/ Lentb y 0_ f' Bridge) 1 F e �,-_ _: Govirq Notch " 50'_-O" 67_O" 67'-O" 67'-O" 501_0=—_ l i0_ Bridge /--J-O-+' ---- -- -- -- — .� i Erg. Br17, - 28' D" I Rdwv. } .g � i I ApPro x. Oirgrnat Ground o/onq Eost side 09 xg IIV Rood W. Elev. 1272 0 p Hof 1 TYpeYCurb Concra}e.{�o in i} T. 1 :E/e..12600 = Length:of Pi/[r focfstimoFinq Purpo esl ------ only; `Abal. 1 r'30' Pier: 2 i 20' ------: --_ E-/er.12S S0 I 6• R/es - � ------ Ill pier 4 ti� —Steel (10BP 42) r { F OATU.!! BLEY• 1230. Pier *2 Pier ss Pier "4 Pier �5 Abut "r6 I t` 4 / 80 581 , `F Y_ a' > £L EIiAT/ON- -Q - stole. 1 :20' - a. •. -�;w <.•Y— Q. -•/'OY.. QI/ Gr L1 - w z OP A. 30 t .not showri k L . as r V .... -:, .•,. .. .. , .. .... .. .' t., ..: .:- - �"'-�4C-fr .��1. ,. 4 r "4 AZ TO�CnF10*'s� '.4•u.a�.-��a. i-• i -- -Paint Br. Xo: d E .. -} .. _ c_ -_ .- :, _ _.,�,.-.\ .:..,,... _. -3'. -.:s, ` �-s- �...a-. .-. si-.:... -.. .. .. .,.. 00 00 .: _ - _.. ..-.... o F- w r +-.. a -- TO.SAN.DlEGa. .. .�,..... \ - t Dote run r L k BR/DG E .. .f�^.�+ t .•bra:. x ::. .. r• _.... ... ."... - .. :.lip .: _._ 0 _ a ._ -;•-:, ,. :Qenerc/ Parr' .. "L .a. ���� y a,. S/ RE r ,. K. 2 toundaiion P(oa ,.<,+s g : ;i,. y 3 ; -46utmenf De1a1% € . 0 of oN/� ' . .. . ?T -� Ta -s, a. f. : ..,.. T e A Oroins .. . ., � ,_..., co�\Sect�ori' BZL ; h. ` Girder out y. rt f/er `6irder.Rernforrcemenl • i ., _.. � ;_ Toe o£ i7< ... _ ,. . ,.. .: •. -' 70 - - _ i O. 580 i 82:39 F - _ 9 ••~SConcre%-Rorhrrq. -,: Loq o n9s �, ` ::•vim' Date _ \ _ , • f/eK t286 71 f T�sl orr ,t .-10 ,` ` B h 42 •aa .. _ • `...PLAN -. - For General Notes see GoncFe.e Roihnq,sheet. .�;_n,w, I " - PPROXIMATE OLA•4,1TIES - - 7, a s i oli u i .. _ _ •. - STRUCTJFE- EICAIA•ION I•YPE A) - 200 C.Y. - - SfFUCTL:.E EXGA.ATLCN. H0 C.Y. ` � iTQ,CILPE 6ACXFIL 7C C.f. - i CLASS A CONCFETF J!,;IDGES)(710 C-Y.) - LUMP SUM .. n•Y.a -• CLASS A CI)`UETE _if-06-ING 910u) 55 C.Y. Lire Load H20-S/6-44 - - COt.CHIT RAIt1NG b5b L.F. k . - .. . . bM RLi'Fo0NC1VU STLLL (crR(O,ES)i.65,000 LBS..) - LtYP GLM Pn•,..wri o..w." .. FUR,,I:F.1 Vf. STCEL PI�IVG - - "i)U L.F. - _ URI Itv, PILES - jt, —. BR/OGE ACROSS SAN JAC/JV TO 'R/Y�iQ: K(3CEtLA!.EOUS IRON�r STEEL � .. -. •• 2,;OG•ig3, L DES)CJ FCTIi �t WORE OCATE'D .ABOUT 14 N/LE"S E-IST OF E'LS y _ - O /N rHE COUNTY OF.RIVERS/DE 1 ..� • ' � ,.r. GENERAL PLAN c(-t `: : - v'+cwcs.ores'e--'+`•'•• SCALE 1 AS S/1OWIJ BRIDGE:56-51 FILE DRAYl1NG - - •26 11 ' , u. REL DRAIn�r C-,P /S/ III Cn