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E <br />a) <br />E <br />Ln <br />0 <br />CN <br />Conc Barrier 11-6 <br />Type 8 OA 2,—Off <br />LOL Drill and bond #5 / dowels into <br />— <br />FG 5 deep holes. Space dowels of 12" <br />horizontally across full width of existing (�-)6Conc Barrier <br />--96 1 4 7 <br />Box Culvert and existing wingwalls. I ype /-A <br />2 2 $1 Culvert <br />Cir CIr Exist 8'x5' Double Extension <br />1'_9" Box Culvert F FG <br />#6 @ 7 <br />#5 Cont, <br />Tot 8 <br />,— Headwall <br /># 4 @ 16 <br />Box Culvert Reinf, <br />#7 @ 6 0 see Note 2 211 CIr <br />#9 @ 12 #5 @ 18 <br />IMMI111 <br />Footing <br />SECTION F-F <br />1 /2'0 = 1'-0" <br />Varies <br />IYP k0lZU LC A L 11 U 1 UU1 Bt­ <br />NOTES: <br />1 For Box Culvert reinforcement, see " RCB CULVERT <br />EXTENSION DETAILS NO. 1 " sheet. <br />NOTE: <br />L. U <br />L. THE CONTRACTOR SHALL VERIIFY ALL CONTROLLING FIELD <br />4_1 <br />Ln DIMENSIONS BEFORE ORD_..RING OR FABRICATING ANY MATERIAL. <br />0 <br />SURVEY REVISION DESCRIPTION <br />0 <br />DATUM: <br />4-1 <br />N <br />4-1 <br />N <br />0 <br />6 FILE No. <br />#5 @ 16 <br />Const Jt <br />Md4wn An COMW kywomnW PvqjW <br />Daft Accopled <br />AS -BUILT <br />CULVERTRea ftntE.Vimm -VAudwFUm P.F- <br />ShO" R6PrSWd*M - 0" Fim , P E. <br />CONNECTION DETAIL <br />1 /211 = 1 I_0$1 <br />BY DATE <br />I <br />.J, <br />0 <br />r-- Conc Barrier Headwall <br />I j r- IULJI 1%.. \1� 7 J AM— <br />LIMITS OF PAYMENT FOR <br />STRUCTURE EXCAVATION (CULVERT) <br />AND STRUCTURE BACKFILL (CULVERT) <br />1/41; = V—Off <br />PARAPET DETAIL <br />1/2 11 = I Y-011 <br />Conc Barrier <br />(Type 80 Mod), <br />see "Ro ad Plans" <br />7— <br />LEGEND: <br />I Indicates Structure Backfill (Culvert) <br />Exist Channel, replace any <br />portion removed during <br />excavation <br />Conc Barrier <br />(Ty p e 8 OA) <br />FG <br />f — 0 <br />T p <br />y Geotextile fabric 0 <br />SECTION 13-13 <br />1/4" — 1 1-0;% <br />Recompacted Native Soil <br />(90% Relative Compaction) <br />Class 2 Aggregate Base Indicates Structure Excavation (Culvert) <br />SCALE <br />PREPARED BY <br />DATE <br />U /V,. <br />SAN <br />JOAQUIN COUNTY PUBLIC WORKS <br />DRAWING <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />09-29-16 <br />P4M=CDM <br />0 <br />S-205 <br />VERTICAL: <br />% J FREKING <br />C9-29--1 6 <br />McHENRY <br />AVE CORRIDOR IMPROVEMENTS <br />ORIN k BROWN% <br />OF <br />0 1 <br />DESIGNED:rM <br />2 <br />AECOM TSices. Inc. <br />Technical Services, <br />Na. C48L9 <br />I I I I <br />I CHECKED: A. SELLADURAI <br />C9-29-1 6 <br />2020 L Street, Suite 300 <br />0% <br />* Exp. <br />S-206 <br />INCHES <br />Sacramento, CA 95811 <br />1 . . . . . . . . . <br />E. RIVER RD CULVERT EXTENSION AT SSJD ESCALON SPILLWAY <br />A CIVL <br />0 10 20 30 40 <br />0. BROWN <br />5 APPROVED: <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />OF' ckt.01�' <br />SH EE <br />I I j <br />MIi1IME4RS 1 <br />1 <br />` / - V6 <br />RCB <br />CULVERT EXTENSION DETAILS NO. 2 <br />62 c>Frl76 <br />