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E <br />Ca- <br />CN <br />-+1 <br />66 <br />0 <br />CD <br />C14 <br />Cd <br />(N <br />ca_ <br />w <br />E <br />CD <br />V) <br />D <br />L <br />-4— <br />cn <br />CD <br />L) <br />0.4. <br />M <br />C14 <br />C14 NOTE: <br />17\1711 <br />I_ISj q Pile, Typ <br />Line <br />Stage 2 Construction Stage 1 Construction <br />­101-49 Do -"- <br />Crown Line 3 Detail 1 <br />#5 Stirrups Const Jt <br />Al ZN­;� <br />r T <br />X <br />LA <br />Bent 22 _4t <br />+ <br />uoi s <br />#1 1, Typ <br />Edge of deck <br />we] <br />Stage 2 Construction <br />Bottom Reinforcement <br />ON -WA <br />PLAN <br />7 /4" = 1)-011 <br />/ <br />Line <br />Stage 2 Construction <br />Top Reinforcement <br />Edge of deck-----' <br />NO CHANGES <br />Md hm N y Ave CowWw k ip o -, w w it Pmpd <br />OM ACOWW <br />AS -BUILT <br />Resklwt ErWinew - Marbo Rkw P.L <br />shicbm " 0 NO - - D" FWNW P.E. <br />%wimoftey PaFAKoJCW & 20" <br />Stage 1 Construction <br />-Closure pour @ CIP Slab <br />CIP Slab Crown Line = Const Jt with 1'-0"X1 1/2 to <br />see Note 3 Keys over 50% of area <br />Elastomeric Brg Pod, Typ <br />see Note 4 <br />- - - - - - - - - - - - - - - - - - - - - <br />t7-- <br />-7, <br />T 1 0, <br />Typ <br />Main Bent Cap Reinf <br />� <br />41-61' A <br />IN 14' <br />#55 <br />4144 @1 2:Tot 4 # <br />Typ @ Columns <br />r L ---------- J <br />r1_ <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />4-1 SURVEY REVISION DESCRIPTION <br />0 DATUM: <br />0 .'?: <br />0 <br />--5 <br />A <br />o <br />cr) <br />0 FILE No. <br />Detail 11 <br />ELEVATION <br />114.11 = 12-0*, <br />Note: <br />Barrier and sidewalk not <br />shown for clarity. <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: J. FREKING <br />DESIGNED. <br />0 1 2 <br />1 1 1 CHECKED: Z. ABAJIAN <br />INCHES <br />0 10 20 30 40 50 APPROVED. O. BROWN <br />MILOMETERS <br />M <br />I <br />Bent cap <br />—48 20 0 Columns, <br />5 @ 12, Typ see Note 1 <br />Approx OG <br />54"0 CIDH Piling, <br />'ro�see Note 1 <br />Column, Typ <br />DATE <br />09-29-16 <br />AAECOM <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 916A14.5800 F 916.414.1557 <br />4 <br />Service <br />splice, Typ <br />11=01 -a <br />She 2 Const Stage I Const <br />0111 TRIMeffiffinkus I � I 1� <br />Const Jt with <br />1 '-0 ty X1 1/2 $$ Keys <br />over 50% of area <br />#1 1, Typ <br />She 2 Const Stage 1 Const <br />SIM-011- <br />Main Bent Note: Slab not <br />Cap Reinf shown for clarity. <br />Service <br />splice, Typ <br />F1 <br />—Const Jt BO-5 <br />5 D-2 <br />Main Bent <br />Cap Reinf 40 . "A <br />Bent cap Reinf, <br />/ / see "BENT' <br />DETAILS NO. 1 <br />Bend bars to sheet <br />match Stage i 'Bent Cap <br />Const bars, Typ ELEVATION soffit <br />Note: <br />Bent 25 shown, <br />Bent 22 similar. DETAIL 1 <br />3/4 op - 1 '-0 to <br />NOTES: <br />1. For Column and CIDH Piling details, see <br />"COLUMN & PILING DETAILS NO. 2" sheet. <br />2. For Section 'A -A' and Section '13-13', see <br />"BENT DETAILS NO. 1 sheet. <br />3. For CIP Slab reinforcement, see "SLAB LAYOUT AND <br />SECTION" sheets. <br />4. For ElaSt0meric Bearing pods, see "BENT DETAILS <br />NO. 3" sheet. <br />5. Stirrups to be placed perpendicular to and spaced <br />along �, of bent. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS/ <br />,V,cH'I— <br />NRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />BENT 22 LAYOUT <br />ORIN A. BROW <br />No C48859 rn <br />Exp. 09-30-18 <br />sr CIVIL <br />0 OF CA%011� <br />F <br />DRAWING <br />S-122 <br />0 F <br />S-153 <br />SHEET <br />126oF-I 76 <br />