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F1.17 <br />CL <br />00 <br />0 <br />CT <br />n <br />CDL <br />0 <br />V) <br />6 <br />►E <br />07 <br />rn <br />Cn <br />CY- <br />Cn <br />Ln <br />>1 <br />00 <br />N <br />I ///\/1y/Xy//\ <br />0 <br />I <br />- <br />#9 -) @ 6 <br />inside face <br />Cantilevered Wirgwall <br />#4 J @ 12 <br />--w <br />Abutment <br />20'-0" 5'— 3 " 1'-9" <br />#4 @ 12 outside face <br />w&,rr 510f <br />5'-- 3 " <br />FG <br />#4 Tot 5 i <br />outside face <br />#11 Tot 2 <br />#4 ----Tot 2 <br />r1 <br />ABUTMENT 1 WINGWALL <br />ELEVATION <br />1/2" — 11-07 <br />Abutment <br />1=� <br />#11 Tot 2 <br />Ir -r 2— 3 11Z- <br />------------- <br />ABUTMENT 26 WINGWALL <br />N <br />NOTE: <br />ELEVATION <br />o <br />THE CONTRACTOR SHALL VERIFY <br />ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDL'RING <br />OR FABRICATING ANY MATERIAL. <br />SURVEY <br />REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />C_ <br />:3 <br />0 <br />DATUM: <br />U <br />HORIZONT&_: <br />DRAWN: H. SULLIVAN <br />c- <br />C: <br />VERTICAL: <br />DESIGNED. J. FREKING <br />0- 0 <br />0 <br />A <br />0 12 <br />CHECKED: A. VOSOOGHI <br />INCHES <br />0 <br />A <br />0 10 20 30 40 <br />50 APPROVED: 0. BROWN <br />0 <br />FILE No. <br />MILUMETERS <br />fL <br />#4 Tot 4 <br />#9 @ 12 <br />inside face <br />12" <br />Cone Barrier Type 80A <br />(Mod) for Reinf not <br />shown, see RSP 81 1-60 <br />vn, Cn <br />4-a <br />0 <br />Z <br />Cn <br />2 <br />FG <br />00 <br />1 Chamfer #5, <br /># 1 1 Tot 2 lo Tot 3 <br /># 5'r.0 > @ 6J <br />FG <br />N <br />x <br />#5 x 3-9" @ 30 #4 @ 12 <br />#9 @ 6 (Abut 1) • <br />#9 1 @ 12 (Abut 26) #4 Tot 2 <br />#4 @ 12 <br />Outside face <br />DATE <br />09-29-16 <br />�L=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 916.4141557 <br />TYPICAL SECTION <br />@ ABUTMENT 1 & 26 <br />WITH SIDEWALK TRANSITION <br />1/2$p — 11-01 <br />M04" An Carldw wrprovwnem proj" <br />Daft Aw"And <br />AS -BUILT <br />ResideM En~ - Wufto Rivars, P.E. <br />StFuCk" RePlowftil" - David Frarx4 P E. <br />ROV40018 By -L r ' _­f June 8, 2021 <br />1,—g a1 <br />Conc Barrier, <br />Type 80A <br />For Reinf not shown, <br />see (Btl1D-60 <br />Tot A <br />FG <br />0 0, <br />1" Chamfer <br />1 # 11 'Tot 2 <br />#5 x 3'— 9 " (9 30 <br />,:0: <br />#9 @ 6 (Abut 1 <br />• #9 @ 12 (Abut 26) <br />#4 @ 12 <br />#4 @ 1 2—��, FG Lj <br />n N <br />/ <br />Outside face <br />#4 Tot 2 #9 <br />1 1 —0 <br />aa <br />TYPICAL SECTION <br />@ ABUTMENT 1 & 26 <br />W/O SIDEWALK <br />1/211 — i t-07 <br />NOTES: <br />1 Depth to match sidewalk on bridge at beginning of sidewalk <br />transition. For sidewalk transition details, see "ROAD PLANS ". <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />CORIN A. BROWN <br />M <br />MHENRY AVE CORRIDOR IMPROVEMENTS No C4W59 <br />Exp.A7�) �-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />OF CA\.\i <br />00 <br />l F �OF( � ABUTMENT DETAILS NO. 2 <br />0 <br />DRAWING <br />S-119 <br />OF <br />S-153 <br />SHEET <br />1 23c>Fl 76 <br />