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Q. <br />Q0 <br />00 <br />0 <br />I <br />0 <br />N <br />06' <br />(N <br />V) <br />N <br />E <br />f-= <br />3 <br />0 <br />Cn <br />4 <br />a� <br />c� <br />X <br />0 <br />m <br />c- <br />4.- <br />U <br />Cn <br />0 <br />Q <br />U <br />L, <br />U <br />0I <br />N <br />i <br />See "DOWEL <br />LOCATION DETAIL" <br />ro 0 0 0 fl <br />A A R A P A A <br />72+00, <br />EXTEND BARRIER RAIL ` <br />"M" Line 72+32.59 <br />E lev 120.26 <br />0 <br />dedddd <br />MGS, see Note 3, Typ A <br />Conc Barrier Type 80 <br />(Mod), supported on <br />Barrier Plinth, Typ <br />PC Box Culvert <br />a <br />73+00 <br />PLAN <br />1" = 20' <br />4'-0" <br />Barrier LOL <br />(Gutter line) <br />#6 _E] @ 8'- <br />#5 Cont Tot 4 L__ <br />See "DOWEL <br />LOCATION DETAIL" <br />Conc Barrier <br />Type 80 (Mod) g11-60 <br />Modified as J <br />Shown <br />'U) <br />Barrier FG �C) •` a) <br />� Plinth 1 —0 0 <br />Cn FG oo � <br />PC Box <br />Roof I '/ <br />PC RCB <br />Culvert Reinf, <br />see Note 2 <br />I ' <br />C0 <br />o .� <br />I <br />• #6 > Drill & Bond <br />Dowel in 6" Min <br />#6 © 8 deep hole, Typ <br />#8 Cont Tot 2 <br />#6 Cont Tot 4 <br />SLCT�ON —A <br />3/4" = 1'-0" <br />N NOTE: <br />� THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />i <br />SURVEY REVISION DESCRIPTION <br />r� o DATUM: <br />v <br />—S) C: s= <br />0. <br />D D _� EXTEND BARRIER PAST SKEWED BOX <br />U) <br />C <br />o E <br />j .� <br />0 FILE No. <br />CL _1 <br />i <br />0 .I <br />I <br />= r <br />I— <br />z <br />O n <br />I ry <br />LJ <br />tz <br />Q <br />m o <br />I <br />r II <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 `f 9/28/2021 <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: 0. BROWN <br />0 1 2 <br />DF/T►_:' 8/22/16 1 e I I I CHECKED: A. SELLADURAI <br />INCHES <br />110 2' 3' 40 510 APPROVED: 0. BROWN <br />MILLIMETERS <br />4" Min from side <br />of PC Box, Typ— <br />/ <br />/ <br />DATE FQ UlN <br />A=COM <br />09-29-16 <br />2' <br />09-29-16 Q. <br />AECOM Technical Services, Inc. <br />09-29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.155 <br />3" Gap between <br />PC Boxes <br />8" Min from <br />PC Box joint, Typ <br />L^ll.l I I -AI _ l_'JI11 I <br />band, Typ <br />NOTES: <br />1. For barrier rail reinforcement not shown, see <br />Standard Plan B1 1 —60 <br />2. For PC RCB Culvert, see "PRECAST <br />REINFORCED CONCRETE BOX CULVERT" sheet. <br />3. For MGS details and connections to barrier <br />rail, See Road Plans. <br />4. Construct West barrier with MBGR during <br />Stage 2 traffic. <br />5. Construct East barrier with MBGR after Stage <br />2 when traffic is in Interim configuration. <br />_ 4 Dowels per row <br />per PC Box segment <br />PC Reinf Conc <br />Box Culvert, Typ <br />(48" segment) <br />DOWEL LOCATION DETAIL <br />3/4" = 1'-0" <br />Note: Left side shown, right side similar. <br />12" Max_ within <br />PC Box segment <br />/ <br />#6 Drill & Bond <br />Dowel in 6" Min <br />deep hole, Typ <br />`_ <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />F <br />McHENRY AVE CORRIDOR IMPROVEMENTS W GRIN A. BROWN z <br />,Y No C48859 rn <br />McHENRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) EXPCIVI -18 <br />`s'� CIVIL <br />Q <br />qF OF CA`\Eo�� <br />CONCRETE BARRIER DETAILS <br />DRAWING <br />S-310 <br />CO F- <br />S-313 <br />SHEET <br />117,30F176 <br />