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E <br />N <br />r\ <br />O <br />I <br />CD <br />cV <br />U <br />O <br />Cn <br />E <br />0 <br />U <br />N <br />V) <br />U <br />D <br />i <br />0 <br />a <br />Q <br />U <br />s <br />L <br />C <br />W <br />_ <br />U <br />CD <br />I <br />Conc Barrier <br />Type 80 <br />r Top of deck <br />00 <br />N <br />N <br />r- <br />d' <br />O <br />O <br />i NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />c SURVEY I REVISION DESCRIPTION <br />� DATUM: <br />U <br />o <br />n n N <br />/1 - —A <br />/ a <br />c <br />O <br />/ 5 FILE No. <br />SUPPLEMENTAL SHEET <br />CJ\ <br />5'-0" <br />i �- <br />O <br />see "DETAIL 1 " <br />L F J <br />I Sign Post <br />I I � <br />I 4'x6' Sign Panel, <br />I <br />see "ROAD PLANS" <br />Ij <br />r <br />3'-5" <br />Round HSS 6x0.375, <br />ASTM A1085, Sign Post <br />g x I —v Uruue 8, galvanized threaded rod <br />with washers and double nuts, epoxy in 1 " <br />dia. hole. Min depth of 10". <br />NORTHBOUND ELEVATION <br />1 /2" = 1'-0' <br />BY DATE SCALE <br />PREPARED BY'� <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: J. FREKING <br />o � 2 <br />I I I CHECKED: N. CALDERONE <br />INCHES <br />o 10 20 30 40 50 APPROVED: 0. BROWN <br />TB I10-11-19 I I MILLIMETERS I I <br />NO CHANGES <br />DATE <br />09-29-1 6 e =rAAA <br />a <br />1 <br />—a � Sign Post <br />4_� �---- 1 "0 Hole, Ty p <br />3/4" Thick F� <br />IN <br />s <br />1'-2" <br />ANCHOR PLATE DETAIL <br />3" = 1'-0' <br />1 /4N 1 /4" Steel t with <br />1 /4"0 Vent Hole <br />I I <br />I I <br />I <br />I I <br />I <br />DETAIL 1 <br />3" - 1'-0' <br />CCO 29 SHEET 5 OF 5 <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 4--- 9/28/2021 <br />NOTES: <br />1. All steel to be galvanized. <br />2. Refer to Standard Plan RS-2 for sign blocking details. <br />3. For cast —in —place anchor bolts, contractor to provide anchor <br />bolt layout and template before anchor bolts are placed. <br />4. Adjust location of sign support anchorage as required to not <br />interfere with existing conduits and reinforcing. <br />5. Refer to Standard Plan 5-93 for framing details not shown. <br />SUPPLEMENTAL SHEET <br />SAN JOAQUIN COUNTY PUBLIC WORKS �, DRAWING <br />Q•Mr.HFNRY AVF (Y)RRinnp iRAPPnvr:KAP:NTq <br />09-29-1 6 AEC OM Technical Services, Inc. <br />09-29-1 6 2020 L Street, Suite300 <br />Sacramento, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />• <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />BARRIER MOUNTED SIGN <br />ORIN A. BROWN <br />No C48a59 <br />Exp. 09-30-18 <br />k <br />CI VIL <br />� OF CAS, <br />5-14751 <br />O F- <br />S-153 <br />SHEET <br />151OF176 <br />J <br />