Laserfiche WebLink
#6 <br />q Bent 23 & <br />3'-0" <br />#6 © 9 <br />3 'Eoff <br />Column 0 LEI CCU Cj <br />#5 or I Tot 1 <br />'Typical Bent cap stirrups 2 <br />4" Chamfer C-4 Tot 1 Tot __W_ <br />z Tot 21 per column #6 #6 #6 <br />C/C, <br />Recessed Keys <br />see Note 3 <br />Main Bottom <br />Bent cap Reinf <br />`1 <br />1 1 1 <br />0 0 <br />A <br />AL <br />Bent <br />. . 1 1 1 1 <br />Column <br />#6 #6 <br />#6 Typical Bent cap stirrups Main Bottom <br />-44 <br />a <br />Bent cap Reinf <br />CC <br />C <br />C C Note: <br />Deck Reinf not shown for clarity <br />Tot 1 Tot 2 <br />Tot 1 <br />DETAIL 1 <br />Scale: 3/4" 1'-0" <br />Note: <br />Left side shown, right side similar. <br />E <br />7: <br />1 <br />0 <br />0 <br /># 1_1 <br />Transverse deck Reinf - <br />or <br />C-4 <br />Hook <br />over top <br />C) <br />CN <br />-z' transverse <br />41-011 <br />deck Reinf <br />Column <br />low' <br />Service splice, Typ--,---,-, <br />__-W <br />CD n l ma 1+ iop <br /># 6 @ 9 an- Stage 2 Const 3' _0" Stage 1 Const <br />Bent cap Reinf nw_"� <br />Typ Closure Pour <br />Q) 4'-0" <br />TMain Top <br />E T T Service <br />I-__ I - 401 F 40 Bent cap Reinf i /,/,7splice, Typ <br />000, <br />40 '0 .4 04 #4 <br />CN <br />I Bend bars to <br />01 00 01 <br />0 00 match Stage 1 <br />Const bars, T p <br />y <br />M <br />of 01 01 <br />01 10 <br />10 <br />3 130-5 <br />4- <br />W CConst Jt <br />cn #6 @ 9 5 -2 <br />3'- <br />Ln 0 0 0 0 0 <br />CD Main Bottom <br />< Bent cap Reinf <br />Typical bent cap stirrups <br />:21 SECTION G-G <br />00 Scale: 3/4" = 1'---0" <br />C1_4 <br />C14 NOTE: <br />CD <br />�t THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />C) <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />i <br />Main Bottom t clop Reinf, <br />Bent cap Reinf Soffit -- see Note 4 and 5 <br />DETAIL 3 <br />3/4" = 1 1 -- 017 <br />SURVEY <br />REVISION DESCRIPTION BY DATE SCALE <br />PREPARED BY <br />C: <br />:3 <br />0 DATUM: <br />C) <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />VERTICAL: <br />J. FREKING <br />DESIGNED: <br />0 <br />0 1 <br />2 <br />_3 <br />CHECKED: K. LEE <br />(A <br />INCHES <br />A <br />0 10 20 30 40 <br />50 APPROVED: 0. BROWN <br />0 FILE No. <br />MILOMETERS <br />-1 <br />DATE <br />PQ Ui.i. <br />09-29-16 <br />09-29-16 <br />v): <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 />CIP Box Girder, <br />see Note I <br />V <br />#6 #6 #6 #6 Typical Bent cap stirrups <br />CC�� C� CCU CC.�.� <br />Tot 5 Tot 1 Tot 2 Tot 1 <br />DETAIL 2 <br />Scale: 3/4" = 1'--0" <br />NOTES: <br />1. <br />For CIP <br />Box Girder, see `TYPICAL SECTION - BOX GIRDER SPANS <br />22--24" <br />sheet. <br />2. <br />Stirrups <br />to be <br />placed perpendicular to and spaced along of bent. <br />3. <br />Const Jt <br />with <br />1'-0" x 1 112" keys over 50% of area. <br />4. <br />For bent <br />cap <br />reinforcement, see Sections C-C and D--D on "BENT <br />DETAILS <br />NO. 1" <br />sheet. <br />5. <br />Main and side <br />bent cap reinforcement service splice. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />IF <br />o <br />M <br />GRIN A. BROON CW HENRY AVE CORRIDOR IMPROVEMENTS C4W59 <br />No <br />Exp, 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />OF C0,1L\ <br />BENT DETAILS NO. 2 <br />DRAWING <br />S-126 <br />0 F <br />S-153 <br />SHEET <br />130 oF- 176 <br />