Laserfiche WebLink
�A �'Q 6 utrr�eh f <br />LA <br />-_PA T PLAN ABurlwENT <br />.NO skew <br />Note : The bock/'ill behi12d the abutment <br />sholl be placed sirnu/f-Qneously qt <br />both cbutments of'te fide dec/s <br />is completed <br />ti <br />Rio �-- �2'0 °• <br />.Su6s�ilu�e �.- <br />N✓.s�c�o//,E/Pua�.o., 6-t� /� ( edge of cleck, <br />�s Croce 0.- <br />� Abutment . <br />6r_ 014 ---Mo/n Slob <br />rein o�cerrie�t <br />El. 20/. 27 (Abut/) - — — — — <br />El. 2d1.36(Abut.3) <br />#4 To/a/ 2 <br />#4G�/2- <br />i <br />N <br />[� C� 12 max. @J +1 $ , <br />p/ace porn/le/ I 4 <br />to roodwoy �, M <br />r <br />" <br />PART . PI -AN- PIER <br />6 = 0.... �,�� <br />#4 ° @ /8 <br />'04 @ /8 " _ of each end of <br />�\ abutrrfent wall <br />P <br />#6 Total 3 <br />E% 192. 00 t E/e v, 20/. 33 <br />COrlc. (channel /i�in9) Main SIa6 <br />El 190-00 See S P. B2-5 Abr._ <br />steel pile onchor detoi/s, <br />5 --Steel <br />� S tee/ �i/ii7-9 <br />-s - H. P. /0 x .57 <br />Pier Woll -t <br />SECT E <br />G <br />� ' Q <br />O <br />� ,vie sir 4 T t 4 <br />®9 ��i FirG J+ Le.V :7! • <br />'1{�irJJhn Cz) �\ Q.1 <br />Se w117g wo// <br />L = /6' C 3 /ocotions and Abut/neht <br />8-'& ore location (Skew) <br />rc �� SECTION <br />a � o <br />,��,C9rb, ► Fo/' Skew 220 or L ess <br />\\ <br />2- #/0 coat 0 top edge <br />� of deck extend 70u// <br />f- length of wing wo/l <br />Level \ �� Elev. /90. (V <br />s <br />\- Footing 'f T <br />E/ev 188- 50 <br />I _ I <br />D f- Steel Pi <br />H'P /0 x 57. (7yp. ) <br />PART EL EVA TION - PIER <br />[77 */0 <br />�4 rot 2 ` �� ��- 4 U 9 /8 <br />ee <br />4 0 /8"Dafside face #4 ®/8 Outside�1Ce <br />W WINGWAL L ELEVATION O — O /' Q/' <br />Cor,b a1701 fOi/1// /70f fioWn <br />9 s SECTION CC <br />F <br />—. -_. �... �-.. st,: ii , _ e' i - f.` •s- - - g '`r R'� � t... p F".v �, <br />�r - »...- r -__ ��".��.,i tr t �,�^��I ° i.,. h i"S j r}!,, V k (� 6- fI_ A� 3� _"Rk"'�.. �. „`) f..� W. �s � E p , <br />t <br />h Pat 5 �S 9 t x _ �.. ��=� � N I <br />�.. <br />.. <br />cr it ® js S• �� i� ii / r / �' �4 <br />_ 0 <br />001"ections y <br />Date <br />Orly Pers4n Usip9 This Drawing Shc ld c <br />All [n 1', Maticn y I' s ecting The Site of 14' * <br />Ndo. 21258 <br />Exp. 9.30-39 <br />_j, 1\ <br />OF r0u�. <br />SCALE: NONE ABUTMENT <br />NPIER DETAILS <br />Moin S/ob <br />- -� Reinforcement <br />1 <br />/ y •.c/ecr <br />Pier wall <br />A15 @ 1204 & /2" Vert <br />ord /211Horiz. <br />SECTION -8 <br /># 6 tot 4 <br />\O <br />r <br />2'-6 <br />I <br />SECTION <br />Pier Wo/l <br />05 U /2 <br />Faotiny <br />See S. P 8 0-5 ' fb ' steel <br />_ pile onchor detail. CTc�. p. ) <br />/' Steel Pi/irg <br />-✓ . H,0 /0 X57 <br />#4 @ 12 *5®63I2 Pier Wall <br />m <br />7 tot 4 <br />SEC 710 i/ — <br />TRACY BLVD. <br />BRIDGE NO. 1692 <br />STATE BRIDGE NO. 29C-320 <br />