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TOP OF BARRIER OR CUR& <br />3/8 "x 18" <br />CHECKERED <br />STEEL <br />N <br />C� <br />0 <br />N TOP OF BARRIER <br />06 OR CURB <br />N <br />a <br />3 <br />0 <br />to <br />i <br />Cn <br />/ <br />m <br />CO <br />o <br />+ <br />ry <br />Q) U <br />Cn <br />U O p 0 <br />0 zz <br />0 00 <br />Q <br />OPEN JOINT TO MATCH <br />DECK JOINT WIDTH <br />i� <br />s— <br />1/2 x2" FLAT HEAD CAP SCREWS <br />+KITH INSERT ASSEMBLIES <br />9 q 12 MAX, STAGGERED <br />)P OF SIDEWALK <br />R DECK <br />�8PLAN SKEW> 200 <br />NO SCALE <br />�—� DIRECTION OF TRAFFIC <br />N <br />I <br />1 /2"x2" FLAT HEAD CAP SCREWS <br />WITH INSERT ASSEMBLIES <br />I <br />® ! 2 MAX, STAnnrnr_n <br />3" <br />1 1 /2„ <br />w <br />O o N '\ <br />U <br />001 <br />PLAN SKEW> 20" <br />CN <br />NOTE: NO SCALE <br />CDTHE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 DIMENSIONS BEFORE ORDC RING OR FABRICATING ANY MATERIAL. <br />/ <br />SURVEY REVISION DESCRIPTION <br />3 o DATUM: <br />0 <br />'� c <br />f 0 <br />o <br />—� <br />to <br />c <br />o <br />j <br />O FILE No. - <br />i1. _3 <br />TOP OF BARRIER OR DECK <br />1 3" N <br />NI <br />SEE "DETAIL B" <br />SEE "DETAIL C„ <br />CHECKERED <br />STEEL <br />\ u <br />SEE "pETAii A" <br />z <br />OPEN JOINT TO <br />MATCH DECK <br />JOINT WIDTH <br />TAPER <br />CONCRETE <br />SECTION A —A <br />NO SCALE <br />TOP OF BARRIER <br />CHAIN LINK <br />FENCE <br />CCC "nCTAII ®ol <br />CURB <br />TOP OF <br />DECK <br />TOP OF SIDEWALK <br />t <br />TAPER EDGE OF <br />STEEL PLATE <br />2 <br />P' <br />r � Ili <br />2 - <br />"' 00 ¢ <br />o � � <br />R =1 / 16" 4 a-- <br />00 <br />DETAIL A <br />NO SCALE <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: J. FREKING <br />I I I CHECKED: N. CALDERONE <br />INCHES <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />i I I I <br />MILLIMETERS <br />TOP Oi <br />DECK <br />SEE "DETAIL A' <br />OPEN JOINT TO <br />MATCH DECK <br />JOINT WIDTH <br />IZ <br />x <br />00 <br />CONCRETE <br />BARRIER <br />SEE "DETAIL B" <br />CHECKERED "- <br />STEEL <br />SECTION B--B <br />NO SCALE <br />TOP OF <br />DECK <br />CHAIN LINK <br />FENCE <br />lB�TOP OF <br />`� CURB <br />S TOP OF <br />.,,_DECK <br />NOTE: <br />Barrier not shown for Clarity. <br />ELEVATION <br />NO SCALE <br />'I + <br />1 /8" GAP r <br />�, TYP <br />o_ <br />Xn <br />00 <br />f <br />DETAILDETA!L B DETAIL C <br />NO SCALE NO SCALE <br />TOP OF <br />DECK <br />NOTES: <br />NO CHANGES <br />1. Utility openings and expansion joints not shown for clarity. <br />Expansion armor assembly to be galvanized after fabrication. <br />McHenry Ave Carrltler Improvement Pr jW <br />D°""''°° 2. Recess concrete 1 /2" for plates. <br />AS -BUILT <br />Resident Engineer - Maurido divers, P E. 3. Plates to be galvanized. <br />Structure RepresprUtlw - Davld Fraao, P.E. <br />Revisom Ift P»` t' C ,fie 9, 2021 <br />4. Architectural treatment not shown. <br />DATE <br />09-29--16 AECOM <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 />SAN JOAQUIN COUNTY PUBLIC WORKS <br />FF <br />McHENRY AVE CORRIDOR IMPROVEMENTSW ORIN A. BROWN= <br />ac� No. C48859 �^ <br />MCHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) * s� CCEx��IVVILIL18 <br />�t <br />elf OF CA1-'FO�� <br />JOINT ARMOR — EXPANSION DETAILS <br />DRAWING <br />S-150 <br />OF <br />S-153 <br />SHEET <br />154c)F176 <br />