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E <br />0- <br />CN <br />Ul) <br />66 <br />C) <br />0 <br />C14 <br />06 <br />C14 <br />CL <br />0 <br />co <br />0 <br />E <br />C'4 <br />91 <br />314 <br />Bent 25 <br />Column <br />Edge f Deck I I , � 1 . , I �, 1 .11 111 11 1 �: �, it <br />U Ut-1 _,____7 11 <br />­am <br />28'— 10" <br />q Column, Typ <br />Stage 2 Construction <br />wil <br />-No <br />Stage 2 Construction <br />'$My' Line <br />Stage 2 Construction Stage 1 Construction <br />,,--Detail. 1 <br />Crown Line 0-11,7// see Note 6 <br />Bottom Reinforcement 74-a <br />PLAN <br />1/4)l = 19--0" <br />Crown Line no <br />62 t-1 It <br />Top Reinforcement <br />NO CHANGES <br />M&" AVG CVffMW hpwva" pmjm <br />01ft AOMPMd <br />AS -BUILT <br />R-Owd ErvOw - MOWIdo Rkwo, P.E. <br />3Vu0knRmp@swftfta-0m4dF,w P,L <br />Rr'wWway D.Fib p4o�o 42021 <br />Stage 1 Construction <br />Tota 1 12 <br />Deck <br />NOTES: <br />1 For Column and CIDH piling details, see "COLUMN & PILING DETAILS <br />NO. 2" sheet. <br />2. For Section 'E—E' and Section 'F—F, see "BENT DETAILS NO. 1" sheet. <br />3. For CIP Box Girder, see "TYPICAL SECTION — BOX GIRDER SPANS <br />22-24 to sheet. <br />4. For Bearing pods, see "BENT DETAILS NO. 3" sheet. <br />5. Stirrups to be placed perpendicular to and spaced along of bent. <br />6. For Detail 1 , see "BENT 22 LAYOUT" sheet. <br />7. For Signal pole anchors, see "MISCELLANEOUS DETAILS" sheet. <br />—"0—?, <br />Brg Pod, Typ --olr4) CIP Box Girder <br />see Note 4 Const Jt with 1 '-- 015 X 1 1 /2" see Note 3 <br />Keys over 50% of area <br />— — — — — — — — — — — — -- — — - — — — — — —--- — — — <br />I- — — -T— <br />— — — — — — --- — — — — <br />I I � i i� i i 1 I i I <br />L <br />— — — — — — — — — — — -- i L <br />— — — — — — — — — — — — — — — — — — — — — — — — — — <br />N <br />0 <br />Ci I <br />4,-6„ <br />W.--w E <br />#5 @ 9 #5 4Tql <br />4W Tot 4 'tZT1 <br />Typ @ Columns <br />Cn <br />o <br />< <br />Note: <br />Barrier and sidewalk <br />not shown for clarity. <br />C%4 <br />NOTE: <br />o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />LID DIMENSIONS BEFORE' ORD[RING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />D <br />0 DATUM: <br />U <br />Cc- <br />0 <br />C: <br />A <br />y <br />o FILE No. <br />Bent cap <br />\ -- \ �- <br />Detail 1 Service <br />see Note 6--)' splice, Typ <br />48"0 Column, <br />Approx OG see Note 1, Typ <br />rl ---------- 11 rl ----- il <br />ELEVATION <br />1/4" = 1'-0" <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: J. FREKING <br />0 1 2 <br />1 1 INC I HES I I CHECKED: Z. ABAJIAN <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />MILLIMETERS <br />DATE <br />09-29-16 <br />A=COM <br />09-29-16 <br />AECOM Technical Services, Inc <br />09-29-16 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414,5800 F 916.414.1557 <br />Moir Bent Cap Reinf <br />#5 @ 9, Typ <br />10- <br /># 5 @ 9 <br />go- <br />rl----- <br />1��_'-4"0 CIDH Piling, <br />see Note 1 <br />Column, Typ <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />M <br />ORIN A. BROWN <br />rn CHENRY AVE CORRIDOR IMPROVEMENTS Uj N 0. C48859 <br />EXP. N-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />of CA"Njo <br />BENT 25 LAYOUT <br />DRAWING <br />S-124 <br />OF <br />S-153 <br />SHEET <br />128c>F-176 <br />