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mi <br />cu <br />E <br />rn <br />M <br />c- <br />C/) <br />Col -_ <br />CIDH Pile� <br />0 <br />C I I <br />#5 N OR -cN <br />Alt both ways, sets of 3 <br />parallel to girder, <br />space sets 18 along <br />0 <br />bent, hook around <br />Cal Reinf top deck Reinf. <br />Box Girder soffit <br />0 <br />Q) <br />0 <br />Z <br />0 = C) <br />N <br />Q) _0 <br />0 <br />�4� <br />-:: 0) Q) <br />0 0 <br />0 Z <br />< <br />C: a) OG & FG <br />­ <br />U) -0 <br />3: U <br />0 <br />Pile Cut-off <br />Elev, see Note 1 <br />B <br />OIL <br />4-d <br />as <br />CD <br /># 10 I Q) C: <br />0 <br />(D <br />4d 4-- <br />06 � <br />0 <br />CN <br />-4- 00 <br />Q) �, <br />0 0 <br />> _ ' <br />0 <br />< 0 0 <br />V) Z 00 E <br />0) <br />Q) <br />10 <br />a <br />Cn <br />- � <br />Optional <br />Const Jt <br />Permanent <br />Steel Casing <br />Tip Elev <br />0 <br />CD <br />< <br />Specified Tip Elev <br />see Note 1 <br />C: <br />72 0 CIDH PILE BENTS 23 & 24 <br />00 ft _0$1 <br />NOTE: <br />CN 1/$ <br />2 1 <br />C14 <br />o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />C) DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />I <br />V <br />#10 Tot <br />#7 hoop <br />q Ber <br />#7 <br />#10 <br />Ste( <br />casi <br />2-#10 bunt <br />Tot 18 bun <br />#8 hoop <br />� Ben', <br />#10 Tot <br />#7 hoop <br />Be r <br />Steel <br />casing - <br />SURVEY <br />REVISION DESCRIPTION BY DATE SCALE <br />PREPARED BY <br />0 DATUM: <br />U <br />HORIZONTAL: <br />DRAWN: 11. SULLIVAN <br />C: C- <br />.5 <br />VERTICAL: <br />0- 0 C_- <br />DESIGNED: 0. BROWN <br />0 <br />0 <br />2 <br />0 <br />.) <br />Z� <br />INCHES <br />1 CHECKED: K. LEE <br />A <br />C: <br />0 <br />0 10 20 30 40 <br />50 APPROVED: 0. BROWN <br />1 <br />1 <br />o FILE No. <br />LUMETiRS <br />MILLIMETERS <br />Col - <br />_-W 4'- 0 " 1111- <br />SECTION A <br />1/211 = 11-Opt <br />� Col = <br />M 51"1 <br />SECTION B-B <br />1/2" - 1 1-01) <br />Col = <br />CIDH Pile <br />6'- 0 <br />r. <br />SECTION C-C <br />1/2" = 11-01P <br />hoop <br />2-#10 Bundled, <br />Tot 18 bundles <br />0 <br />a. <br />2" 1. D. 0 0 <br />inspection C_ <br />pipe, Tot 6 rl- <br />Z*z <br />2" I. D. <br />inspection <br />pipe, Tot 4 <br />4'- <br />6Yi <br />--a <br />am - <br />SECTION <br />D-D <br />1/211 <br />1-011 <br />DATE <br />09-29-16 <br />ACaM <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 />0. <br />i <br />y <br />AV) <br />0 0 <br />Q) 0 <br />E c <br />Li <br />C: <br />: 3; <br />Q) <br />0 C!f <br />0- <br />0 <br />U C7 <br />E <br />0 Z C_ <br />.- <br />-0 <br />0 <br />0-0 Z <br />— <br />Cn <br />y <br />Cal - <br />CIDH Pile <br />Box Girder <br />3 I -Opt <br />Bent Cap <br />C o I Reinf <br />A <br />-------------------------- <br />OG & FIG <br />X rx <br />Pile Cut-off Elev <br />see Note 1 <br /># 10 <br />14- <br />0 Ir <br />0 <br />U)U Dom_ <br />C14 C: <br />E <br />0 <br />Z <br />NO CHANGES <br />10046" Avg Ccoffift Wpa"W P <br />Date Acompled — <br />AS -BUILT <br />Resident Engineer - Mauncio Rivers, P.E. <br />Structure Representative - David Franoo, P E. <br />June 9 2021 <br />NOTES: <br />/ I / <br />1 For Pile Data Table, see "FOUNDATION PLAN <br />NO. 1 sheet. <br />2. All hoops are ultimate butt spliced continuous <br />Permanent <br />Steel Casing Only staggered "ultimate" butt q 11rPlivesnrare_0 <br />Q) 1`0 Tip Elev <br />0 Q) <br />— -1--i <br />0 0 <br />Z <br />U <br />Q) <br />C)- U0 <br />Cf) <br />allowed in main CIDH pile reinforcement in <br />this zone. <br />Specified Tip Elev <br />see Note 1 <br />54"0 CIDH PILE BENTS 22 & 25 <br />1/211 = 1p-OP1 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />M <br />ORIN A. BROWN cHENRY AVE CORRIDOR IMPROVEMENTS N o C48859 r <br />Exp. 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISI.-AUS RIVER (REPLACE) CIVIL <br />of C,%L\ <br />COLUMN & PILING DETAILS NO. 2 <br />DRAWING <br />S-129 <br />OF <br />S-153 <br />SHEET <br />1330F176 <br />j <br />