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F G <br />F , <br />6-0 <br />4 _ 6 <br />M f oicefr� <br />06 Tot .Y �— - <br /># 4 Tot 6 <br />0 <br />�7aX. p/aG'e <br />iv rl//e/ to E Ro 4vwe? <br />e bore <br />3.' Berm <br />SEC i'ION A - A <br />A EAbotment <br />( - J <br />PAPT PLAN— ,AuT'NT <br />No skew <br />�'-o" . <br />44 u 00 <br />4 rot e �Y✓��y/// <br />"A w /0 clalr1glGle f4Ce <br />L C. <br />2 �_ 67„ <br />1NGWA-LL., ELEVATION C-C <br />cue h and 10-o1/117y 170t 5�ioWn <br />¢Lyell :)7 <br />o <br />#4 Tot. 4 � <br />i <br />Se tvin y lvo// <br />'E/e v 07`'i 0,9 <br />SEC rION F—F <br />0 <br />For Ykew 20 or Less <br />T p of fr'orne, el-lev 14-W <br />_ _ !Burs'/ode Heod.9ofe <br />m/fio.^ ror2c/efe e"Ii a- vP'fi'Ucrc!/'2� <br />ReGor Torp of heodwa!/,LEV <br />hgaldydlle fre/ne o1%,' &//,s Oa// be <br />-- IE 6; 5Q' �j I 9a/uv12/zed per A.S. rM.. LffA A -/?,3 <br />11Z;4,9W,411 � YLI,9," Hl-,1,96,4%E XTA1l <br />2 - # /O Continuous ®oo edye <br />of deck o,Ytend f(Ifl /enyth of XIMgwo// <br />" <br />it <br />_(3 <br />SECT/ON A -A <br />io177�17: AOr dL <br />.Defer /o eS O 452 5. <br />Spiral rei-7&rcelnen� <br />moy L:e viSCQntrnuou5 at <br />Fir/J,Sh moir7 slcro reir?fcr'cemen1 <br />7-- <br />Ste/1 6'ZI <br />el <br />— — — - - - /©/ace ire may. 12" /i/rfs . <br />A <br />kl� 67J <br />fr/Jed ell <br />T QjFNCH 9ACArl Z L 02674/L_ %'err�fo�crrr9 fee <br />/ <br />-T <br />a <br />0 <br />ex T EAis101%1 D E Z-AIL S <br />I � <br />q <br />4+ ; PR£G�9Sr JoWsr.?,essco fvL os <br />4` Ar A•e5fress1179 ;Grce 01&1i /asses <br />Cif section 41st3Y ig /wryer /ih a,,?Octoyonal or I - , /hP rni�i;ne�j SECfjon Shou+r/n,,, fheO <br />Rcwnd Se�tiorJ '� 'Ip„shall pnV✓idg ?oO psi mjn1r»v1» <br />� �LL <br />0 <br />� I ��1� CONCQEI� STa�>crcTH - <br />fc 6Di28 c-6ys = 5'000 psi <br />rl� <br />Lc <br />PART' PLAN -BENT <br />/Vo 65'ke w <br />rl <br />rl�ee'-21 <br />u", <br />�Stirru,o -5,odC117q ®8 Ma ¢ <br />,- <br />_ �7easured U/O�`7� � �erlf <br />PART L VA rION- Nr <br />7 tot©I 12 /Irloin s/obi <br />N <br />. 45 6„ <br />pores//�/ 7`0 Ale ,bar'5 <br />Pr�osf PP�Jfr�'.sreo' <br />Cancref�� <br />,1 r Lori-gitrvd�ix�/ �ei��rc�'t� <br />7 (,v// Le4yfh) <br />Pam- I30,000 /bs Min <br />4.IStr-ands r✓lin <br />S 'CrION °' <br />E <br />Q)- 3 <br />No. 212,58 <br />Ezp. 9-3U9 <br />ti1/® + y fcrCa lr-ansf"V- = . 4,�PS/ SECT/ON }r - Y D- (;0 RIV <br />I <br />T_- <br />Q <br />LJ ®!8 q <br />� � � DESIGN LOr't D/�(G ' �4�;��` .�'i+C� By <br />I '{ " ti: 7v Tcr�s <br />.� �.9"/��i foo►Ge- ALTERNAT VE <br />Date <br />' ®!8 Orrt5ia'e f�Ce ..a <br />-- Maximum S1ze of aggre_gate ,s /„ q Poison 1. ;o' mis rJaWitig t uld W r;r 4 <br />_....Lapped splices in SPiralPrle revi�orcenml _sho i he Jappcd 9b !nr re ar, - lnefers m;nlmmlm ° �M <br />. Sptrolpile reinrorcemenfofsplires ar7d of er1cAFsholl be ferrr�ir7ated by A 135'17a0k. <br />w� fh G' toll hooker/ oroun a Johg i ladlli / bar car siror�d. <br />_ 2N dearal2ce to r-eljforcPrnel>f shall be mo,i?Pained if'secfion <br />_- u.ted is larger than the mri7lrn41m section fhown. Rewced to comply ;-vllh the 6Sty/& o/e Call'Anrliia <br />— Sp;roi moy be discontinuous ct moln slob reinAV,cement bri e P14WI07,q and O'eligl7 �ilo�rro/ <br />SECTION C - C PILE DiA I L CLASS 70 A Z. TERNf l/A ' Y MODIFI lPevi�sad 1�/r�st�/Gfcrch, /s83 <br />ECG CED �� - DATE SUB? -BITTED 6Y DATE APPROVAL. RECOMMENDED BY DATE ���� ��� <br />S E F.T 'ro it A L <br />��®��cT ENGINEER DATA c�. ._ � VVILLIo41�lISON ROAD <br />s <br />`-7 OUNTY Off' SAN JO U I N SCALE; None CONS`iRucTiON DETAILS] L. �®. 5����s <br />� /, DRA WING NO., BRIDGE NO, 1941 <br />FILE NAME NO. DRAWE3 STATE BRIDGE NO. 29 C - 2S4 <br />w <br />