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Abutment = <br />Footing <br />Wingwall, <br />see Note 2 <br />r <br />IIj�l1'—Y 1 <br />EB <br />##8 1 <br />i <br />E _ <br />0- • i - (+�� #8 Tot 3 <br />u7 <br />`1 I Optional <br />Const Jt <br />N I <br />v a �.` I I - @ 12 vertical <br />a * 12 horizontal <br />v DETAIL A FOR AUJUSTED GRADES <br />j - ADDED CAP STIRRUPS 11/12/2018 <br />Q0 <br />L <br />ry <br />/ <br />a) <br />Cn <br />/ <br />U <br />cn <br />/ <br />0 <br />0 <br />Q <br />U <br />U <br />�I <br />00 <br />N <br />u u <br />s <br />70' _0 1 /g„ <br />49'-2 3/4" <br />Added cap stirrup where raised grade result( <br />in excess clearance to original stirrups. <br />"M" Line <br />�. A <br />1 /8" = 1 <br />Note: Footing not shown. <br />—"M" Line <br />�A Closure Pour <br />Superstructure only <br />FG <br />i <br />u u <br />NOTE: <br />o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />Q0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />/ <br />SURVEY REVISION DESCRIPTION <br />o DATUM: <br />U <br />3 <br />:C <br />CT 0 <br />O . <br />O — <br />U) <br />cn <br />FILE No. <br />I <br />ADD CAP STIRRUP DETAIL <br />ELEVATION <br />1 /8" = 1 '-0' <br />DATE SCALE PREPARED BY <br />HORIZONTAL.: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED. 0. BROWN <br />0 1 2 <br />i 1/12/1 t: I I I II CHECKED: A. VOSOOGHI <br />INCHES <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />I I I I I <br />MILLIMETERS <br />--Crown Line <br />I I I <br />u u <br />Const Jt BO-5 <br />5-2 <br />I <br />U u u <br />DATE <br />09-29-16 fi0com <br />09-29-16 <br />AECOM Technical services, Inc <br />09-29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />#8 @ 6 <br />Main slab Reinf <br />0: <br />IV , <br />o <br />4" Chamfer <br />r <br />#8 Tot 3 <br />1 %9" Expanded \ <br />Polystyrene, Typ <br />r�,,,,, <br />Top of pile = <br />pile cut—off Elev <br />-----7 <br />� 30 Z_0 <br />co v C I r, Ty p <br />Class 140 Piles -r/ <br />Abutment = <br />Footing <br />1'-3" I V-3" <br />EB <br />(i,` j -- #8 Tot 3 <br />I <br />• j Optional <br />Const Jt o <br />I <br />I I � <br />#4 -- ties <br />Q 12 vertical <br />— 12 horizontal <br />r r <br />#8 �r-j @ 12 <br />i <br />---- Geocomposite Drain <br />see Note 1 <br />i <br />15„ <br />#6 1 42" © 12, TYP <br />15 <br />/ #8 Tot 6 <br />/ <br />i • • � U <br />#8 Tot 6 <br />-#6 ® 12 <br />132 — 5�_- <br />3 <br />1'-6„ 1' 6„ <br />Pile I Pile <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By - -- 9/28/2021 <br />" U ' N� o <br />40 <br />777 <br />3,-0„ 3,-0„ <br />SECTION A —A <br />NOTES: <br />1, For drainage details, see details on "MISCELLANEOUS <br />DETAILS" sheet. <br />r <br />2. For wingwall reinforcement, see "ABUTMENT DETAILS NO. 1 <br />and NO. 2" sheets. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />i e <br />` Fy <br />ORIN A. BROWN m <br />W N o C48859 r <br />McHENRY <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) * EXPCIVI -18 <br />`!'1,, CIVIL �P <br />lF CF CAl\FOB <br />ABUTMENT 26 LAYOUT <br />DRAWING <br />S-116 <br />OF <br />S-153 <br />SHEET <br />120OF176 <br />J <br />