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CI-4 <br />06 <br />C14 <br />Ln <br />a) <br />E <br />0i <br />ro-) <br />Ln <br />M <br />00 <br />Ca <br />Brg Pad = GaIv sheet meta <br />I .Edge of bent cap <br />Elostomeric <br />bearing pad <br /><> <br />Brg Pad <br />F Golv sheet metal <br />CD <br />A <br />Elostomeric Brg —Expanded polystrene <br />Pod, Typ - Eclge of bent cap <br />GaIv sheet metal <br />CIP Box Girder <br />PLAN <br />Scale: 1/2" = V-0" <br />3" Brg Pad <br />it <br />Level <br />to it <br />zz x I 14 go <br />Golv sheet metal <br />over bearing pod. <br />Coat top of pad <br />with silicone grease <br />Expanded polystrene, <br />same thickness as <br />I/ \�\ bearing pad <br />3" Bent cap seat <br />a- <br />SECTION A —A <br />Scale: 1 to = 1 -0" <br />ELASTOMERIC <br />BEARING <br />PAD <br />DETAILS <br />WITHOUT <br />SKEW <br />@ <br />BENT <br />22 <br />#6 10 $ -0 to <br />@ 12 Vertically <br />Left edge of girder <br />projection line <br />Additional girder <br />stirrup legs Tot 9 <br />Left EOD---, R-28.25'----- <br />0 <br />CN <br />Q) <br />> <br />.—J <br />L#5U o�_ <br />16'-0" Girder Flare <br />-a <br />C1_4 NOTE: <br />rl- <br />114- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />(D DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL, <br />SURVEY REVISION DESCRIPTION <br />0 DATUM: <br />C: <br />0-0 <br />0 <br />-:) 0 —:3 Z\ <br />U) A <br />cf)- 0) <br />FILE No. <br />#6 <br />see Note 2 <br />of M 20 Line <br />DETAIL 1 <br />41211 = 11-019 <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: J. FREKING <br />DESIGNED. <br />0 2 <br />1 1 INC I HES I I CHECKED: Z. ABAJIAN <br />0 10 2I I 0 30 40 50 APPROVED: 0. BROWN <br />I l I I <br />MILOMETERS <br />2-#6 <br />3--09' <br /># 6 <br />3#-0" <br />see Note 3 <br />NO CHANGES <br />WHenry Ave Cc"Ww Woravatrwd PrOod <br />DIM Acompled <br />AS -BUILT <br />Resowl Engineer - Mauncio RKwo, P.E. <br />Brucium RepnoorotaWe - David Franco, P.E. <br />Revolors By 0 F- ` - ' " June 8. 2021 <br />r_\n <br />LKJ <br />CIP Box Girder <br />Go1v sheet metal <br />Elostomeric Brg <br />pod, Ty <br />CD <br />B <br />Expanded <br />polystrene----' <br />Elostomeric <br />bearing pad <br />\YJ <br />AV I <br />(_ Edge of Bent cap <br />-B <br />Brg Pad <br />Galt' sheet meta <br />Edge of bent cap <br />Brg Pad = Galt' sheet metal <br />PLAN <br />11/2" - 11-011 <br />LY11 3" Brg Pad <br />Level <br />Joint Seal <br />Assembly <br />Blockout <br /># 5 7A <br />see Note 2 <br />P) <br />Z/- x 1 01) 14 go <br />Galt' sheet metal <br />over bearing pod. <br />Coat top of pad <br />with silicone grease <br />Expanded polystrene, <br />some thickness as <br />�' \� bearing pad <br />3 to Bent cap seat <br />a - <br />Girder A SECTION B—B <br />i it = V-01) <br />see Note 1 <br />ELASTOVER6C BEARING PAD DETAILS <br />WITH SKEW @ BENT 25 <br />, I I [we] X 01 X <br />Indicates Expanded Polystyrene <br />CD (same thickness as bearing pad} <br />C14 <br />Indicates Level Surface for Bearing and <br />Expanded Polystyrene (same thickness as <br />bearing pod) <br />NOTES: <br />DATE <br />09-29--16 <br />Pzc0m <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 916.414.1557 <br />1. P/S ducts to be placed in Girder A parallel to the "M" Line. <br />2. For details, see "END DIAPHRAGNI" detail or "GIRDER DETAILS NO. 3" sheet <br />3. For details, see "SECTION A -A" on "GIRDER DETAILS NO. 3" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />M <br />ORIN A. BROWN <br />W cBROWN, HENRY AVE CORRIDOR IMPROVEMENTS N o. C48859 <br />*1 Exp. 09--30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE}CIVIL <br />of AL\i <br />GIRDER DETAILS NO. 1 <br />DRAWING <br />S­139 <br />0 F <br />S-153 <br />SHEET <br />1430F176 <br />