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CCO 12 - Sheet 3 of 3 <br />31-5"f 17'-6"f 3'-5"t <br />0 G �` <br />OG <br />X )f ?l X )f 1(1 )( )f X X )f 1t ); )f )(-)f X)-( X )f 1( X )f ){ X V if )i X )( X )f X 1( Y <br />NX - -- --- <br />/ <br />�16 fp± 8,-0„t 8,-0„t 6„± <br />�-F--� - --H -H <br />6„± 0 r\ <br />� s I <br />C-) <br />I I I r <br />6A-.4m— <br />CONCRETE REMOVAL <br />@ EXISTING HEADWALL <br />1 /4" = 1 '-0" <br />17 -v <br />8'-7"t <br />7'-9„± <br />Exist 8'x5' Doub <br />Box Culvert — <br />N <br />E <br />+I <br />-H <br />CV <br />CU <br />�j <br />o <br />I <br />I <br />I <br />r, <br />00 <br />N <br />.- <br />0 <br />N <br />0 <br />O <br />6 <br />E <br />Q0 <br />O <br />N <br />Cn <br />r <br />0 <br />co <br />d- L� <br />I - <br />r <br />r = <br />Exist Headwall <br />18'-11" PLAN <br />CONCRETE REMOVAL <br />X <br />w @ EXISTING CHANNEL <br />v 1 /4" = 1)-0" <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />i DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />0 <br />Remove new and existing <br />anchor block portions in <br />conflict with box culvert <br />roof and parapet. <br />xist channel <br />remain <br />-- N <br />O <br />00 <br />Ir- <br />aw cut Exist <br />one <br />-ichor <br />rY p <br />r <br />1'--0"± <br />SECTION A -A <br />1 /4" = 1 ' —0" <br />n r"'% <br />s <br />14'-6"± <br />& Varies <br />SECTION C-C <br />1 /4" = 1 '-0" <br />NOTES: <br />1. Cast -in -drilled —hole concrete piling <br />must be in place prior to beginning <br />demolition work. <br />le SURVEY <br />REVISION i DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />co DATUM: <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />N <br />i <br />VERTICAL: <br />J. FREKING <br />3 <br />DESIGNED: <br />0 1 <br />2 <br />6 <br />Revise Demolition Limits <br />DUF 11/15/17 1 I 1 I <br />I CHECKED: A. SELLADURAI <br />` <br />a� <br />__A <br />I <br />INCHES <br />Cn <br />s` <br />0 10 20 30 40 <br />50 APPROVED:0. BROWN <br />p FILE No. <br />I I <br />NILLIMET IRS <br />I <br />DATE <br />09-29-1 6 A=r"Au <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09--29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-1 6 T 916.414,5800 F 916.414.1557 <br />r w- <br />DETAIL 1 <br />1 " = 1'-0" <br />2'-3"f <br />& Varies <br />ON - <br />LEGEND: <br />Exist <br />block <br />Exist steel straps <br />and anchor bolts <br />to be removed <br />n(-\ <br />Note: <br />North channel wall shown, <br />south channel wall similar. <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By _ ���- 9/28/2021 <br />�tT T —/7\ � )�� 7\-A <br />8,-7„± <br />IN — <br />_ 1'-4 )) ± <br />& Varies <br />'SECTION D-D <br />1 /4" — 1'-0" <br />(/ Indicates Limits of Existing Culvert Concrete Removal <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS�, <br />E. RIVER RD CULVERT EXTENSION AT SSJID ESCALON SPILLWAY <br />LIMITS OF REMOVAL <br />I <br />r <br />'- ORIN A. BROWN z <br />� rn <br />No. C48859 X <br />�r Exp. 09--30-18 * <br />r CI VIL <br />sql� �F CAl\E��? <br />DRAWING <br />S— 206 <br />OF <br />S-206 <br />SHEET <br />1630F176 <br />