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CCO 12 Sheet 2 of 3 <br />_I <br />U) <br />a) <br />0 <br />CD <br />QO <br />00 <br />0-)v <br />I <br />C- <br />> <br />r <br />E <br />d- <br />Ln <br />0 <br />I <br />0 <br />N <br />OCT <br />0_ <br />Channel Wall LOL = #4 @ 12 <br />Channel Wall LOL-- #9 <br />@ 7 <br />#4, Typ <br />-- Const Jt <br />.y <br />�. #4 ?@ 12, <br />• spaced horizontally <br />and verticall T <br />Channel Wall <br />#4 @ 12, See Note 1 �#4 @ 12, Typ <br />epoxy coated .Q) a � <br />N Const Jt <br />\ epoxy coated ICI. <br />i I <br />#5 Fn Exist Channel Wall <br />Cut—off Elev <br />1 <br />� <br />N <br />U� <br />CL <br />0 <br />U <br />Q <br />® <br />O <br />v <br />a) n -'— <br />A <br />o <br />U 1 <br />r- <br />Exist Channel <br />Invert <br />E <br />c- <br />>, <br />n <br />_• , <br />D, <br />0 <br />#4 <br />E <br />Drill and <br />24" CIDH <br />pile, <br />Grout Dowel <br />see Note <br />7 <br />r Specified Tip Elev <br />see Note 6 <br />ELEVATION <br /># 1 1 �o @ 7 Exist Anchor Block <br />0 4' " <br />#4 - - <br />Varies #4 @ 12, Typ <br />2'-0" see Note 3 L7'-2" 2,_o,f and horiz. T1Dt 6 <br />s a► -"� -. a Drill and Grout <br />o <br />� <br />c <br />I <br />I <br />(.0 <br />00 <br />N <br />r— <br />c— <br />I <br />r <br />r <br />/ <br />00 r <br />CIA <br />NOTE: <br />Nt THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />CD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />/ <br />T SURVEY REVISION DESCRIPTION <br />c <br />0 DATUM: <br />�- <br />Q C <br />� a <br />0 > <br />Add closure walls, revise length on <br />' interior walls to match field conditions <br />0 <br />%C) <br />p FILE No. <br />31'-2" <br />SECTION C®C <br />1 /2" = 1 '-0" <br />7,-0„ <br />F1-1 <br />„ <br />n <br />9,_1„ r <br />8,-2„ s <br />Channel Wall, Typ--/ <br />I <br />Ln <br />Exist channel <br />Wall <br />\— Top of Channel <br />Wall, Typ <br />PLAN <br />CHANNEL WALL Note: <br />1 /4" = V-0" Box Culvert <br />not shown. <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: DESIGNED: J. FREKING <br />0 1 2 <br />DUF 1111.!"" 1 i I I I CHECKED: A. SELLADURAI <br />INCHES <br />1I 2, 3�0 4I � APPROVED: 0. BROWN <br />MILLIMETERS <br />Dowel in 4" deep hole <br />i M01- 24" CIDH pile, — — <br />a <br />-i <br />Added Closure Walls, <br />tota I of 2 <br />Channel <br />see Note 7 <br />Add 6" thick closure wall with mat of of <br />#5 bars at 12" c-c each way. Add #5 <br />dowels to anchor block to match. One / <br />closure wall on each side of spillway. <br />#5 Tot 12 — <br />[__ i#5 _ @ 12 — <br />Exist Channel Wall <br />Exist Channel Invert <br />t 4" x 24" x 3/4" spaced <br />@ 24" Vertically, Tot 3 <br />see Note 4 <br />1 /2"0 Anchor bolt with nut <br />and thread locking device, <br />Tot 3 per plate <br />see Note 4 <br />\t Top of Channel Wall <br />24" CIDH PILE & <br />ANCHORAGE <br />NOTE: <br />1. Channel wall to be constructed after Box Culvert <br />invert and walls. <br />2. 24" CIDH Piling and anchorage to existing channel <br />to be constructed prior to concrete removal. <br />3. Place channel wall to match dimensions of existing channel. <br />4. Anchor bolts, nuts and plates shall be galvanized. <br />McHenry Ave Corridor Improvement Project <br />5. Culvert invert grade to match grade at existing double box <br />AS —BUILT Culvert and channel. <br />Resident Engineer - Mauricio Rivera, P.E. 6. For CIDH Pile Data Table, see "FOUNDATION PLAN" sheet. <br />Structure Representative - David Franco, P.E. 7. For CIDH Pile details, see "INDEX TO PLANS AND GENERAL NOTES" sheet. <br />Revisions By 9/28/2021 <br />DATE PQ UIN <br />A=COM09-29-16 ? <br />09-29-16 <br />AECOM Technical Services, Inch ` <br />09-29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />� jFQRi <br />LEGEND <br />Indicates Existing Structure <br />SAN JOAQUIN COUNTY PUBLIC: WORKS DRAWING <br />S-204 <br />� Fy <br />McHENRY - ORIN A. BROWN m CO F <br />- NEXp. 09-30 18 >~ S— 206 <br />E. RIVER RD CULVERT EXTENSION AT SSJID ESCALON SPILLWAY s� CIVIL <br />9lFOF CAl�EO�? I SHEET <br />RCB CULVERT EXTENSION DETAILS NO. 1 1161 OF176 <br />