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2r-6" <br />- _� _z <br />Ir ') I <br />Wingwall <br />WW LO L _\ <br />PC Box Reinf <br />see Note 2 <br />@ 12 J 0 <br />e � <br />#5 Tot <br />_-1/2 $1 Exp Jt Filler <br />Precast Cost in Place <br />Parapet 1 3__1 " <br />FG Top of Post Pocket <br />PC Box <br />Culvert <br />r L1J #5 Tot 7 <br /># <br />L @ 12 <br />2" Cir <br />Ty <br />Ln <br />PC Box <br />M Culvert ReinfCD <br />See Note 2 <br />0 <br />C14 <br />ca_ <br />Q) <br />C/1 <br />0 <br />E <br />X <br />_L1 <br />co <br />I <br />Im <br />PC Box Reinf <br />see Note 2 <br />3" Structure Backfill <br />(slurry cement) <br />between boxes <br />#5 Tot 12 <br />0 CO <br />0 0 Taper <br />Haunch, Typ <br />AK&WIN-XIM <br />q PC Box Culvert <br />SECTION A -A <br />1 10 = V-0, <br />i@ 12 <br />2'- 6 <br />#5 L <br />PC Box Reinf <br />see Note 2 <br />1 0 * <br />#b Tot 2'-6 <br />CD <br />#5 Tot 3 <br />Wingwall <br />12" Exp Jt Filler <br />Nose (0 <br />2" CIr, Typ ON- <br />#4@12 Both ways #5 <br />top & bottom <br />Taper <br />Haunch, <br />Typ <br />-#4@12 <br />d� <br />P_ + t'i u n <br />0 <br />RSP Fabric <br />(Class 10) <br />%,J ex %Z; <br />/ I U <br />o <br />Fabric 3 Date A" Coviftr knW*V&VWV pMjW <br />MO" AcospW <br />< Clr AS -BUILT <br />ca <br />10 -0" 60. 1,_0 Rftd" EnChW - "RAM RWOM, P.E. <br />Max Apron "4"" RW"Wftl" - DOW France, P.E. <br />Reftlom SECTION -13 13y V TV W 0 <br />Jurw 8, 2021 <br />T' <br />13 <br />1/21) = 11-0t) <br />NOTE: <br />o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />Taper Haunch <br />Typ <br />WW LO L <br />10- <br />CD >, <br />Nose <br />#5 <br />Apron Reinf Cut -Off Wall Reinf <br />PC Box Culvert <br />SECTION C-C <br />1/2 1$ = I '_0 $1 <br />NOTES: <br />1 . <br />For locations of Sections -A, B-B, and C-C "see A <br />"CULVERT INLET LAYOUT" and "CULVERT OUTLET <br />LAYOUT" sheets. <br />2. Extend precast box reinforcement 10" into cast -in <br />-place concrete. <br />LEGEND: <br />Recompected Native Soil (90% Relative Compaction) <br />Class 2 Aggregate Base <br />Rock Slope Protection (1/4 Ton, Method B) <br />Expansion Joint Filler <br />I _j <br />— #4 <br />2- 6 <br />#5 <br /># 4 <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />0 DATUM: <br />c14., - �44 .0 HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 AC0M .6 S-309 <br />3 C: VERTICAL: <br />0- 0 DESIGNED: N. CALDERONE 09-29-16 ORIN X BROWN OF <br />0 0 1 AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS c4N59 0 2 No. <br />­_) :3 CC 0 11 (ZEWS, C- BAC 44 Ft t. (_ ,, I i I I I );D <br />V) CHECKED: A. SELLADURAI 09-29-1 6 2020 L Street, Suite 300 <br />Exp 09--30-18 S-313 <br />INCHES Sacramento, CA 95811 • <br />_16 T 916.414-5800 F 916.414.1557 McHI"_NRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) CIV(L <br />0. BROWN 09-29 SHEET <br />0 10 20 30 40 50 APPROVED: 0" <br />A OF 004 <br />0 FILE No, '6­ ET AND OUTLET DETAILS <br />_j - I - - MILUMETERS �'6' CULVERT INLE 172 c>Fr176 <br />