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, 4 , S'x 20' o" Timber paving notch buffer finished to crown of E Abutment I <br />1 roadway. J5 x la" Galvanized bolts at 4' 0" centers. ------------------------------------------------------------------------------------------------- --------- 53'- 1'-'- <br />Hex. nut and 3 x 3 x i washers. ----------------------------- ZZ: -------------------------- 33-2 ---------------------------------------------------- --- -------------------------- ------ - /9'-11: ------------------------- t" <br />4' 6t ------- --1M <br />Pier Elastic <br />521. <br />-�Prqject End of 2 -1 -- -4 Symm. about canal.filler.--- -- --- 61 <br />----------- 0! -------- 1 Splice atE conol. 0 : :1 . . <br />V.: 2- 1 x 26'- o" Centered over pier., 3 -0. <br />•11"Chomfor <br />-2 - 10 x j2' o" Cen tere d over pier. Ch,mfer. P <br />Stirrups.-- -- <br />"Fillet. 4 <br />-2, '-Slob reint not shown. Chamfer. <br />--Top of pier�---­ <br />'ON 3, - 6" <br />5 -2-T7w]: <br />I T'� lo <br />T ITI WEIS. Do <br />4-1 - ----- Sp'cers approx. 6'-0" T SECTION S-S <br />-2 0 N SECTION T <br />I up alternate 'bars - <br />< 3� O�- <br />4 @8418U.3 @I2=3'0"-- 12-6'-0L ------ - ------- 9 @ e= 6'0„ - -/I,r. -9(0 -6'-OL -------- ----6SPC-@ t9'0'L --------- <br />------------------------------ <br />---------------------- <br />-- <br />--------------- ------------------------------------------------------------------------------------------ ------------ <br />SECTIONR-R -- -------------------------- ----------- ----------- ---- - ---- - ------------- I <br />15 -<JM - --------------------- 14, 6-"-- - <br />9" Chomferr", I SECTION H-H <br />JL .-Symm. about bridge. Slob reinforcement not shown. ------- <br />Beoms ---------II --Symm. about bridge. <br />R ---------- X?�o' Centered over per <br />1':9" To 4" — — — — — — — - 4 filler-, <br />T 10 Pier—, -4.4 Elastic <br />­9 bridge. I , --- ---f —/#. -- - k 1 0 <br />-4 -24"--.' -10 —.7 11 . . . . . . <br />k-5@4; 71-6@16. <br />6' 10 Abutment I 1 11 <br />-1C 1. : -20, 14' Const joini j5: kZ1 7 T T LI%IV 2 !0'147' & W-. 7 1 !1$ <br />U Bars eac) <br />Kr— VIEW J-J agg\ slope i"in12'0.­. 72'-, 9, Jr- 71J Pr <br />20, t�ce 26 -0� <br />y I ". �4-�-I#x316"Oowels ------ 1J ha ter. b t .. 6vn.4, C M <br />---junainfer <br />Crown of ... <br />ifhK <br />------------------------------------- <br />7' <br />Fillet. roadway J. I irrups @ 12" -----26' 7 <br />i t:4 135.61 01 <br />caIe,I- <br />-10 <br />: . PLAN <br />ttt. <br />or, -Boftom of beam. <br />IfGaxl -Top of pier. <br />Ur- <br />-10x3'-6"OOWS - ----- - I# x 3L 6" Dowels�-- <br />qO <br />T 3� 6"Dowels---- <br />Elastic filler-tt- <br />X­ <br />M I I"-T N <br />K L>- HALF SECTION M-M <br />R L>- @ 12' <br />SECTION K-K 2 <br />III I III <br />-Column bearing;P. <br />see Owg.,214-D-14601 HALF SECTION L-L <br />0 <br />30 <br />R. d <br />'6 f <br />:7 --- 4.`-.;�----:. :7 <br />rb Bands? j2 <br />5- /0 ----------- . ... .... <br />Lij <br />�T <br />Ban as Lga <br />30 .0 -1;N <br />�-, , I I '�? , - z -T <br />Hook _J -4 ::A: <br />L "I Abutment. <br />both ends.---- <br />0 Bonds @ 12L ----- ----- ----- ----- ---- <br />I El 181.28 - Beamsr ------- ­---5ymm. about bridge. 10 <br />; 0@ IX' <br />Y J <br />PART ELEVATION P-P -------------------- 14' 6! -------------------------- <br />---- <br />Symm. about f Bridge. I ------------------------------------------------ 2.9 a - * E1. 171.59 <br />------------------------------------------------------ <br />PLAN -ABUTMENTS I AND 2 44: ! � <br />%300 4" U L->- <br />ELEVATION- PIERS I AND 2 <br />SECTION U-U <br />Metal guardrail ------ r -------- Post NOTES <br />-------------- 28' Chomfer all exposed edges of concrete and edges of concrete at <br />.40@6 --------------------------- -- -8 ----------------------------------------------- <br />8 1, Min <br />- --------------------------------- 24'0"Roodway ----------------------------------- 2-4"­� elastic filler unless otherwise shown. <br />'� -J Pl. <br />2' at -------------------- f ---------- Place oil reinforcement so that the centers of bars in the outer <br />Round on `­24-­4 -------------------- I a <br />layer will be 2"from face of concretd� unless otherwise show <br />radius Sy,77M. G Ut I bridge <br />F t -------- I Top of slob and curb --------- -- All dimensions to reinforcement are to centers of bars. <br />- "into slob 1. <br />Chain r.', <br />1 OExtend /1' 6" into slob:- fe except shown.---' T Fasten elastic filler to one face of concrete. <br />-17'IL3 Spc.@12!-r--2- 1 <br />§'Straight I; Clip :Angle�-- 6X4xJ <br />-6"intt? slob­�12 bars @ 't and bottom: <br />0 =TT— - J, � -3, a', <br />Extend 6' --- ? : 0 <br />io ben ors, Alternate with I V <br />7 -11 q r­ Vr.- -Seal noie with <br />---Slope I" i 12�0'­ grout I" deep. <br />bars 1--A ----------- <br />X I!' --JOCurb <br />a --Rammed sand. <br />@ 12 <br />V- V <br />SECTION <br />�12 ##D 12" Beam reinf. ---------- Point hole with asphalt. <br />• <br />4: <br />-i Fill acer. Omit hooks ii UNITED STATES <br />low. . Wei.. '0 <br />-2 ets.--r. <br />0 Bonds. <br />'10 <br />. Stir 0 DEPARTMENT OF THE INTERIOR <br />;­J, I " :. ': , 2 BUREAU OF RECLAMATION <br />Const joint-41"" <br />Abutment. Stirrups.__ on bent bars. A -CALIFORNIA <br />- ------------ A ------ L, <br />4"Ri;id conduit.---'; I . I Grout. CENTRAL VALLEY PROJECT <br />VT <br />, pu' <br />�3" <br />Drain inlet 6"long.- DELTA -MENDOTA CANAL <br />SECTION 0-0 4 1 @ 4' 12 --- Depress slob STATION L-833+87.34 <br />COUNTY HIGHWAY BRIDGE <br />-------- 118'14 ------ 4'4" -�419" 2 <br />--- I L ----------- jo8ott"', of slob ------------------ Vi -4" Galvanized pipe. <br />------- 5'10L --------- ------- 5' lot----- 2 SLAB -SEAMS -ABUTMENTS -PIERS <br />DETAIL OF GUARDRAIL AND DRAIN <br />SECTION N-N 1RACZ.­S--`?--�E ------------ IIECOMMENOEO-19,�-,. - ------ <br />2 3 1 4 <br />I ' I _! CHECKED V0A---R!a-----APPROVCD--- - fi -- ------- <br />SCALE O� FEET SCALE OF A ET I DEN-Ii COLOAADD. AU& Zq 1947 <br />