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FED. ROAD <br />FISCAL <br />STATE PROJ. No. <br />SHEET <br />TOTAL <br />DIV. No. <br />YEAR <br />No. <br />SHEETS <br />7 <br />CALIF. 5-.907(() <br />10 <br />14 <br />u •` T <br />z <br />fof..5 <br />3_ 0 <br />II <br />A 3 U T N0/ Q <br />•SPANNO. <br />/ <br />level <br />---- 8 a 0" <br />NEAR IV I D5PAN <br />1 <br />I <br />18" Profile Grade <br />T`y---- - <br />I <br />¢„ fillels lq"p.• <br />1\ <br />i <br />AV — — <br />µAoil 4 Loll <br />-; -- -- <br />NEAR PIERS <br />TYPICAL SECTION <br />Sca/C : y12 /, Q.. <br />.U-- 7- T ,', 7- L _7 <br />�I <br />-5'PA IV N . 2 �� ..SPA IV NO <br />1'fX(3 1*--4 „ � /s Place perille l fo i ke w <br />I <br />vee roove <br />10 lap W/P) %8 se e. <br />I�girder Z oyoul- e Rehifi)1-r—emen <br />- --- —� <br />A 8 � 1. NO.8 <br />SPAN NO. 7 <br />L <br />PIER A/0,2 <br />PIER NO.13 <br />P1,ER NO 4 <br />PIER A/0. 7 <br />SUPE ST UC.TUR PLACING 1, GR <br />NOTE: NUMBERS ® AND ® I ND I CATE SEQUENCE OF PLAC I NG G I RDER STEMS. <br />NO. T2 CONCRETE MAY BE PLACED WITH ADJACENT NO. Q CONCRETE WHEN APPROVED. <br />TOP SLAP (1) MAY BE PLACED SEPARATELY OR WITH a AND 2 EXCEPT NO CONSTRUCTION JOINTS IN THE AREA "T" OR "U". <br />T = 1/5 SPAN LENGTH <br />U = 1/4 SPAN LENGTH <br />LONGITUDINAL CONSTRUCTION J0114TS MAY BE USED WHEN APPROVED. <br />EXCEPT AS NOTED, CONTRACTOR MAY SUBMIT ALTERNATIVE SCHEME FOR ENGINEER'S APPROVAL. <br />. i <br />q Ff <br />- C'/77Cwv74e <br />E4 <br />CURB SEC :T IOA/ A T DRA /N <br />I <br />VIEW S -S <br />DECK _DRA 11 DE7 IL <br />Scale: 21fl���at <br />DIRT. <br />COUNTY <br />..J <br />ROUTE <br />SECTION <br />9O7(/ <br />SHEET <br />TOTAL <br />! SHEETS <br />X <br />FA S <br />5 <br />I <br />w � <br />C <br />ARID NGINEER CIVIL ENGINEER —LICENSE 5585 <br />1we-1-0/ bC.di a ldye, / 011#2 DATE APPROVFn <br />,3�%IiG3?� �D'-.�'' Fount T Y 4oAS�'olvrSrv115h€EFt <br />rr aX. <br />4'inq X. �U <br />ml'n. bo/f, s/o7 <br />/' O" \ <br />-/ bolls 4z, .� I <br />rail slolic e 3,/2" <br />Code in5ira'e face ; <br />C- -- o f R0-5/. dap ra1'1 - - -- I-- <br />in on o� <br />O bra ffic. s <br />Sca/e:l /a0a. <br />P 0,5 - Z) E TA / Z--$ .Na 7-="-,5 <br />SCrrle: 1,= /' o., <br />ass ex" <br />t R // "Aoies in base /� f'or <br />C onchor ba115- <br />01 /_6 `/ony wilh he'y nu;s <br />m �iarrrb nufs. T/7read loll <br />++' <br />-oJ ��--`— /%2'abo/e5 /n bar <br />y tap base It -or <br />_ N�j /0 hex. hd. cap 5-c,-e w.s <br />NO %-1,--- <br />6 expansion bearing <br />a,5,ernblies rewired. <br />A/ bearing as-5einbl/es <br />fo be Y,?Alanized affer- <br />fabrica- ion. <br />/"x)/2" bar <br />- - -- y4 VS <br />2 c <br />Let! I <br />Cont'refe <br />r- <br />c ul off rods III'!lldddiii � — � <br />a7(fer eoncrefa x/=0 <br />has har01e17ed. Q, drill hOle era. end <br />For '1 bolfs 4 6ar <br />o rez, ea. be of-in9. <br />,EXPANS/ON BEAR IN G _A.,55,E �, 3Z- <br />}� <br />Scale: <br />BRIDGE DEPARTMENT <br />`" DESIGN <br />�SECTION <br />Project Designer ��j, tila:11" )/� 9 <br />Chief Designer—,'��• "Y, • �- <br />DESIGN By , d re t 15s- Checked 6 <br />DETAILS BY �% Checked <br />.s <br />QUANTITIES By //7�-Zdlll Checked �j� 0&t�%�ff; <br />SPECIFICATIONS By r Plans and Specs. <br />Compared <br />Approval Recommended by ______ChT aT,d Structural <br />Engineer of Dessgn Lngr. License No. <br />hale for verfi'ca/ <br />a d,%u,5 f M en °f <br />A/1 anc%or bo/Is fo naVC hex. nuns and <br />cu4 Vvasher.s. <br />Provide lock wsa,51?ers for fop anchor <br />bole`, <br />Cor)lracfot- to provide Sui�ablc shee'-` <br />rnefq/ .sh�'n�. -�o aliYO 100s'l.s. <br />-- %V9V <br />/r <br />> ,ax AV15'1Cle 6,7, - <br />n <br />kocker in exl re we posi fi on <br />,D <br />sE C TI ON E E <br />STATE NO.29C-028 <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />