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E <br />CL <br />P") <br />0 <br />N <br />0 <br />0 <br />C*14 <br />0� <br />04 <br />0- <br />(D <br />E <br />I— <br />, X'NV- <br />Wingwcll 1 60* <br />2:1 <br />Exist Top of <br />Slope <br />Toper slope to <br />Limits of RSP match Exist, Typ <br />;s <br />ue <br />ao <br />V-0 <br />40* <br />A <br />2:1 <br />CD '4 0— <br />Wingwall 2 <br />C.) <br />> <br />Toe of RSP Slope <br />(match Exist), Typ <br />PLAN Exist 'Top of <br />111 - 51 slope <br />FG <br />C:) <br />1/4 Ton RSP, <br />Cn Method B, Typ <br />RSP Fabric <br />:3 (Class 10), Typ <br />X <br />0 <br />M <br />V) <br />1­1 <br />L <br />-1-1 <br />0 <br />C_ <br />0 <br />Q <br />00 <br />M <br />a <br />NOTE: <br />THE CONTRACTOR SHALL 1ERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL, <br />D <br />SURVEY <br />REVISION DESCRIPTION <br />0 <br />DATUM': <br />C: <br />c- <br />5 <br />c <br />0 <br />Ae,- eutt_T P-LIE-YATtOMS <br />to <br />A <br />Ln <br />o <br />FILE No. <br />co <br />(D <br />CL <br />U <br />U) <br />0 CL <br />Nose <br />0 <br />- I <br />0 <br />T­ <br />0 <br />0 <br />0 <br />Culvert <br />Canal Coble Railing, RSP 6_11�-4)7 <br />FG <br />f A am 0 <br />"A <br />,N o s eII 0 � <br />ELEVATION <br />11) - 5) <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: N. CALDERONE <br />DESIGNED. <br />0 2 <br />I I INC I INCHES I I CHECKED: A. SELLADURAI <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />MILLIMETERS <br />" e 1, 106-42 <br />I . `- el. <br />10410 4-1- <br />DATE <br />09--29-16 <br />A"=COM <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 />Cast -in -Place Precast <br />(Measured along WW1 LOL) <br />Cable Railing, RSP BlDl-41 120 -0Design 77H77 = 13' <br />Top of Wall — <br />Top of Parapet <br />FG-\ Elev 1 19.5 <br />3 -0" <br />FG <br />/4 Ton RSP, <br />Method B Canal Invert & <br />RSP Fabric Top of Cut-off Wall <br />(C I a S s 10) Elev 109.0 <br />'*1 <br />Cut-off Wall Apron —Footing Key <br />WINGWALL 1 ELEVATION <br />1" - 5' <br />Precast <br />Cable Railing, RSP rB1 1-_47 <br />Top of Wall <br />Top of Parapet <br />Elev 119.5 <br />Canal Invert & <br />Top of Cut-off Wall <br />Elev 109.0 <br />McHenry Ave Comidet Wipwow" PrejeQ <br />Daft Accepted <br />AS -BUILT <br />Re"ON En~ - Meft RMM P.E. <br />Structure Represetvietim - DrM Firm P.E. <br />RevielorwayPIF'Ri"I"J")Jute ll,2021 <br />IR <br />Cast -in -Place <br />27'-0" (Measured along WW2 LOL) <br />Design "H" - 13' <br />_-W <br />N­ <br />3 I -off <br />F %G? <br />FG <br />1/4 Ton RSP, <br />IvI eLHOU 0 <br />RSP Fabric <br />(Class 10) <br />Apron Cut-off Wall Footing Key <br />WINGWALL 2 ELEVATION <br />I — 5' <br />NOTES: <br />1 For Wingwoll dimensions, details and reinforcement not shown, <br />see, "Standard Plan Sheet D84". <br />2. For sections A -A, B-B and C-C, see <br />"CULVERT INLET AND OUTLET DETAILS" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />W A. BROWN <br />r <br />McHENRY AVE CORRIDOR IMPROVEMENTS NORIN o. C48859 <br />;t <br />is <br />frxp. W-30-18 <br />McHENIRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) CIVIL <br />lf OF CAS jca <br />CUL-VERT I INLET LAYOUT <br />DRAWING <br />S-307 <br />OF <br />S-313 <br />SHEET <br />170oF176 <br />