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3 <br />W <br />66 <br />0 <br />I <br />(10 <br />0 <br />N <br />0 <br />N <br />d <br />(U <br />V) <br />w <br />E <br />i= <br />a� <br />3 <br />N <br />0 <br />U <br />a-+ <br />/ <br />0 <br />d <br />v <br />/ <br />a� <br />U <br />DO <br />N <br />N <br />0 <br />0 <br />c0 <br />c <br />3 <br />0 <br />0 <br />c � <br />0 <br />0 <br />0 <br />3 <br />c <br />cn <br />I <br />Bent <br />Column <br />/ <br />/ <br />Detail 1, <br />see Note 4 <br />---_---- Edge of Deck <br />,�--Edge of <br />Soffit <br />ti <br />#6 Stirrups <br />12'-10 3/4" <br />71 " <br />- 16 0 Opening Column, Typ <br />u-7 for Drain Pipe <br />„M" Line <br />l - <br />f / � <br />Stage 2 Construction <br />Stage 2 Congtrur-tinn <br />Crown L <br />Detail 2 <br />see Note 4 <br />� � n <br /># 14, Typ Bottom Reinforcement <br />Main Bent Cap <br />Reinf, Typ <br />--a--1--a--I-a-�4---+------------ <br />Line Crown Line <br />Stage 2 Constructior <br />�s <br />Const A <br />C stdr— <br />------- --i-1--�-+-�- E-�-�-I--4-444-f <br />P ` <br />I ra <br />16 0 Opening 7 11 C <br />for Drain Pipe U-7 <br />4'-6„ <br /># 6 ' © 8 #6 Tot 4, <br />Typ Typ © Columns <br />I I <br />I I <br />I <br />I I <br />I I <br />I I <br />I I <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY I REVISION I DESCRIPTION <br />DATuM: <br />FILE No. <br />Top Reinf, <br />PLAN <br />1/4„ - 1'-0" <br />Stage 1 Construction <br />0" Closure Pour <br />I� <br />1 1 F"1 Typ <br />NO CHANGES <br />MO%nq Ave Cot W knpro WWA Pt jW <br />Date AGGGPW <br />AS -BUILT <br />Resident Engmw - Mouriolo Rfwra, P.E. <br />Structuns RWaaantatiw - DaMd Enwo, P E. <br />Rwisions ay r , f s? ,, r., c c> .Mina a 20z, <br />Stage . Construction <br />�-- Const A <br />with <br />1 ' -0"X 1 <br />112 Keys <br />over 50% <br />of <br />area, both <br />sides <br />I <br />Detail 3 <br />Box Girder, see Note 4 <br />-0`1111111cD see Note 3 <br />I <br />I <br />I <br />I I <br />I I <br />I I I I <br />I I I I <br />---------- <br />I I I I <br />I I I I <br />I I I <br />I I I I I <br />I I I I <br />i <br />_ I <br />DEVELOPED ELEVATION <br />1 /4" - 1 ®„ <br />BY DATE SCALE <br />HORIZONTAL: <br />VERTICAL: <br />I I I I I <br />INCHES <br />121a 31 a[ I I <br />- MILOMETERS <br />PREPARED BY <br />DRAWN: H. <br />SULLIVAN <br />DESIGNED: J. <br />FREKING <br />CHECKED: Z. <br />ABAJIAN <br />APPROVED: 0. <br />BROWN <br />DATE <br />09-29-16 <br />09-29-16 <br />09--29-16 <br />09--29--16 <br />#6= ® 8, Typ <br />Note: <br />Barrier and sidewalk not <br />shown for clarity. <br />P"=COM <br />AECOM Technical Services, Inc. <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />T 916.414.5800 F 916.414-1557 <br />l: <br />9�\ <br />"0 Opening 7-1 <br />train Pipe 1.1-7 <br />/ <br />/ <br />_ � 1 <br />Detail 1 <br />see Note 4 <br />NOTES: <br />1. For Column and CIDH piling details, see <br />"COLUMN & PILING DETAILS NO. 2" sheet. <br />2. For Section 'C-C' and Section 'D-D', see <br />"BENT DETAILS NO. 1 sheet. <br />3. For CIP Box Girder, see "TYPICAL SECTION - BOX <br />GIRDER - SPANS 22-24" sheet. <br />4. For Detail 1 , Detail 2 & Detail 3, see "BENT DETAILS <br />NO. 2" sheet. <br />5. Stirrups to be placed perpendicular to and spaced <br />along of bent. <br />16"0 Opening 7-1 <br />for Drain Pipe(DU-7 <br />--48"0 Columns, <br />see Note 1 <br />Approx OG <br />I <br />I I <br />I I <br />I 72" 0 CIDH Piling, <br />I I <br />I <br />I see Note 1 <br />I I <br />Column, Typ <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS 11 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER REPLACE <br />BENT 23 AND 24 LAYOUT <br />DRAWING <br />F <br />S-123 <br />w �Z <br />ORIN A BROWN 'ir+ <br />0 F- <br />N o C4W59 m <br />Exp. 09-30-18 <br />CIVIL <br />S - 15 3 <br />�� <br />OF <br />SHEET <br />C lk <br />127oF176 <br />