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E <br />CL <br />CN <br />LCT <br />CD <br />V� <br />M <br />ry <br />Qj <br />-C <br />U <br />D <br />(r) <br />L <br />C: <br />cu <br />T­ <br />U <br />0C <br />C1._4 <br />CN <br />r- <br />CD <br />Concrete barrier <br />10and rail <br />Deck drain <br />Top of sidewalk Type ID-1 (Mod)* <br />C Pipe <br />CD <br />R0 <br />61, <br />Left EOD Bent 22 <br />Concrete barrier and rail Column <br />0 <br />Girder Reinf not shown <br />Girder Reinf not shown Deck drain, Type D-3* ­*�\ j F <br />WE <br />NPS 6 drain pipe---,/ <br />12 <br />2'0 Main drain pipe <br />DECK DRAIN <br />BENT 22 THRU BENT 25 (LEFT) <br />3/81' - 1 1-011 <br />137-6 <br />For details not shown, see (5 <br />NOTES: <br />1. All pipe bends shall be smooth with a 1'-6" Min radius or as shown. <br />2. For all general notes, pipe alignment, sleeve connection and details not shown, see B7-6 and B7 7 C-7 <br />3. The contractor may fabricate or purchase brackets as approved by the engineer. Pipe brackets shall <br />be capable of supporting drainage pipe loads. <br />4. For details, see "DECK DRAINAGE DETAILS -- SPANS 1-21" sheet. <br />5. For soffit reinforcement details, see "TYPICAL SECTION - BOX GIRDER -- SPANS 22-24" sheet. For <br />additional reinforcement details, see "GIRDER DETAILS NO. 3" sheet. <br />6. For drainage pipe support details, see "DECK DRAINAGE DETAILS - SPANS 1-21" sheet. <br />7. For "a" dimeFisions, see "JOINT SEAL ASSEMBLY" sheet. <br />i,__ <br />:D N OTE: <br />0 <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />DATUM: <br />Ln <br />0 <br />C: N <br />0Q <br />z <br />W <br />6 FILE No. <br />By DATE <br />1� <br />;z_ W IVIU111 %JIU111 F)IF" <br />DECK DRAIN <br />BENT 22 THRU BENT 25 (RIGHT) <br />3/811 - 1 1-011 137-7 <br />For details not shown, see (n <br />Outlet to Biofiltration <br />-Swale, see "Roadway Plans" <br />Md" Ave CaMix Wnpiroveirneiiit Plaied <br />Date Accepted _ <br />AS -BUILT <br />Resident En~ - Mauriclo RKVM P.E. <br />Structure Repriepie,"On DrM Frwm, P E. <br />Revisions By P !_ " i' -­ June 8, 2021 <br />Bent 22 3'-0" r- Pipe hanger <br />Expansion Jt Coupling87-8 <br />Detail 1 see Note 7 <br />12 11 0 Drain pipe <br />Strap bracket <br />- v <br />See Note 4 <br />_7`'—----- Attach pipe to <br />column with strop <br />brackets, see Note 4 <br />Approx FG <br />SECTION A -A <br />1 /4" - 1 '-0 <br />aa <br />(Left side shown, right side similar) <br />Sidewalk <br />Deck drain <br />NPS 6 <br />Drain Pipe <br />I \� I I f 12"0 Main <br />drain pipe <br />I <br />A� A <br />DRAIN PIPE PLAN BENT 22 <br />3/811 - 11-001 <br />(Left side shown, right side similar) <br />Inside Edge of Box Girder End Diaphragm <br />q 12"0 Main Drain Pipe <br />/—Soffit Reinf, Typ <br />Cover Plate with 12"0 hole <br />#8x9,--8 of <br />6 1'­8" #8x9'-8" bundle with odditiona <br />#6L--,-- Reinf, see Note 5 <br />PLAN B-B <br />12"0 Main Drain Pipe <br />Cover Plate 2'-4"x2'-0"x1/8" <br />Galt' sheet metal with 12"0 hole <br />Asa �i� o <br />#8 bundle with additional <br />#6'L-.-- Reinf, Typ <br />ELEVATION <br />DETAIL 1 <br />3/4"t = 11-0$1 <br />SCALE PREPARED BY DATE P4 iSAN JOAQUIN COUNTY PUBLIC WORKS <br />=jUslesea -.0 <br />HORIZONTAL: H. SULLIVAN 09-29-16 <br />DRAWN: AFM CVM ;k-- <br />VERTICAL: .C: <br />DESIGNED: N. CALDERONE 09-29-16 Ln: S <br />0 1 2 AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENT <br />2020 L Street, Suite 300 <br />INCHES <br />CHECKED: FREKING 09-29-16 <br />S acrame nto, C A 95811 <br />T 916.414.5800 F 916,414.1557 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />0 10 20 30 40 50 APPROVED: 0. BROWN 09-29-16 0 -41 <br />I I I � I I / - �.6, R �• <br />DECK DRAINAGE DETAILS — SPANS 22­25 <br />MILLIMET RS <br />ORIN A. BROWN L-- <br />Igo. -LANU— <br />Exp D9-30-18 <br />I V I �L XV <br />DRAWING <br />S-144 <br />CD F <br />S-153 <br />SHEET <br />148oFr176 <br />