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E <br />0 <br />E <br />F-- <br />cr <br />o6 <br />fy <br />In <br />En <br />1-11 <br />0 <br />C:I <br />L) <br />I--,' <br />ME <br />00 <br />C14 <br />CN NOTE: <br />DETAIL 1 <br />1/2" — 1'-0' <br />NOTE: Footing reinforcement not shown <br />I,- <br />1q- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />0 <br />DIMENSIONS BEFORE E ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />D <br />0 DATUM: <br />--I C <br />Cr 0 <br />0 <br />—D D Z\ <br />r- U) A <br />0 E <br />co <br />�,- <br />Cj: 0 cr, FILE No. <br />4 0-011 <br />Abut 1 <br />r <br />FG <br />2 <br />CA ROM— <br />— Ties <br />11 <br />BB —1 � Abut <br />4 1-0" 1'-0„ <br />#4 Ties <br />Footing, <br />see Note 1 <br />FG <br />2 <br />V-0" <br />- q Abut 26----j <br />DETAIL 2 <br />1/2py — 1 1-01 <br />NOTE: Footing reinforcement not shown <br />Abut 26 <br />[-*— E B <br />L-�-i <br />2'— 3 " 1'-0" <br />9001��� <br />LIMITS OF PAYMENT FOR STRUCTURE EXCAVATION AND BACKFILL <br />11/49' = 1,-0y' <br />LEGEND: <br />\\\ N <br />Structure Excavation (Bridge) <br />Structure Backfill (Bridge) <br />o Structure Backfill (Slurry Cement) <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: DESIGNED: 0. BROWN <br />0 1 2 <br />1 1 INC I INCHES I CHECKED: A. VOSOOGHI <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />MILLIMETERS <br />DATE <br />09-29-16 A:CDM <br />09-29--16 <br />AECOM Technical Services, Inc <br />09--29-16 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />Abut 26 <br />E B <br />N <br />#4 Tot 5 Outside Face <br />extend 1'—Y into footing <br />0 <br />3: 0 <br />2'— 3 It <br />NOTES: <br />1. For footing reinforcement, see "ABUTMENT 26 FOOTING LAYOUT" sheet. <br />2. For wingwall details, see "ABUTMENT DETAILS NO. 2" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />I a/ <br />4, <br />ORIN A. BROVIIN <br />McHENRY AVE CORRIDOR IMPROVEMENTS No. C4N59 <br />* Exp. 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />if OF cho <br />ABUTMENT DETAILS NO. 1 <br />DRAWING <br />S-118 <br />0 F <br />S-153 <br />SHEET <br />122oF-176 <br />