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EOD <br />Metal Bicycle 23'-9" <br />Railing, Typ <br />see Note 2 - <br />/--R �SP <br />A11-62Conc Barrier C:) <br />Type BOSW� - I <br />2'- 3 <br />D I I —Uj <br />D I I —uj 13118-64 <br />CO >, 1'-0" Min & Varies <br />IS <br />(ES-�9B 2"0 Conduit for-- ­'**�3/4" Drip �B7�-1 <br />�LySignal Pole, see groove, Typ <br />) "ELECTRICAL <br />PLANS" <br />PG <br />12"0 Drain <br />Pipe <br />78I )I EOD 2'- 9 " <br />-0 Xw- —Deck -a Lap, Typ #5 Cont Tot 2 <br />$ n)p op Reinf, Typ per overhang <br />M Line ID J -- �j jm-- <br />Closure Stage 1 Construction <br />Pour 2­11 112"0 ES C-9 B XY <br />Crown Line Conduits for XY <br />Detail 1 C I r n I C,0e <br />o) <br />T-- <br />4" Fillet, Typ <br />- 0­ <br />00 <br />V-3" 1 <br />W -46- <br />I <br />TYP Ty p <br />11 -4" 8'-1 1 2$-5" 8'- 6 <br />Girder, Typ <br />TYPICAL SECTION SPANS 22 THRU 24. <br />1/411 = 1 1­0P1 <br />Girder, Typ <br />-T 4 Cont @ 18 RS BO--5 B 20- 5 _ 10 <br /># 111-62 V-10" F5--1 1 5-10 <br />UVI N r / 0 'j- 1 <br />4"0 Conduit "ELECTRICAL <br />see Note 1 PLANS" <br />(—Const Jt, Typ Conc RS <br />PBarrier, Bll--60 B11 -61 <br />Type 80e <br /><> <br />00 <br />1'-0" Min 3/4" Drip 137-1 _1 <br />& Varies, Typ groove, Typ CEB3- 1 <br />F; I$ <br />\\--12"O Drain Typ <br />Pipe <br />9'- 8 <br />Note: <br />Columns not shown <br />for clarity <br />9'- 8 39-600 <br />McHenry Ave Corridor wnprav*wt projw <br />Dole AOOWad <br />AS -BUILT <br />R-odent Enoftw - Meurioo Riven, P.E. <br />Struct— R0PM6Wft#w - DsYW Franca, P.E. <br />RwWomgy ' r"— "__June 8, 2021 <br />#7 Cont <br />Tot 2 <br />each side <br />_14 Con <br />Tot 2 <br />J5 Cont, Tot 3, <br />Top & Bot <-> <br />-14. Cont <br />Tot 2 <br />J5 Cont, Tot 3..- <br />Top & Bot <br />DETAIL 1 <br />$ — 11 $ <br />3/4' 1 -.0, <br />ICI <br />Ij <br />­4 # 10 Cont <br />E RSP Typ for if Stage 1 RS <br />C1 B1 1-62 #6 S=1 o r Typ <br />#10 Cont Stage 2 Tot 2, 811-60 <br />1 - #4 Cont @ 18 <br />0 Tot 2, Typ <br />0 00 <br />#5 Cont Tot 4 <br />• <br />X <br />per overhang 0 <br />#4 Cont #4 Cont <br />P P6 0 <br />62) <br />• <br />cr� C: >- 137- 1 #8 Tot 2 <> <> Tot 4 per boy <br />B-1 per girder rder.___z /.I•Tot 5 per boy #8 Tot 2 h14 Cont @ 12 • <br />caV # 5 Cont-U o r] <br />#5 Cont Tot 2 per girder #5 <br />0 per overhang #5 Cont 0 0 Tot 8 per boy Max, Typ f,Typ <br />4� CN W- For spacing, see <br />E Tot 12 per boy "GIRDER LAYOUT <br />#4 Cont SPANS 22-24 sheet @ <br />12 Max <br />Typ <br />-", L- ­G1 E LAYOUT equally spaced Typ equally spaced bundles T <br />#5U orl i <br />J,Typ #7 Cont Tot 7 per boy <br />#7 Cont Tot 8 per boy 1/2 Space <br />For spacing, see \\---2-#7 Cont <br />137-11 <br />#5 S-14" U SPANS \22-24" <br />S�2 "--2-#7 Con' <br />sheet M bundles. TVD <br />FOR BAYS LEFT OF CROWN LINE <br />V) <br />.1­1 <br />T­ <br />00 <br />C14 <br />NOTE: <br />r-_ <br />14- <br />THE CONTRACTOR SHALL VERIFY <br />ALL CONTROLLING FIELD <br />0 <br />0 <br />DIMENSIONS BEFORE ORDERING OR <br />FABRICATING ANY MATERIAL. <br />SURVEY <br />REVISION DESCRIPTION <br />0 <br />DATJM: <br />C- <br />0- 0 <br />to <br />0 <br />-JI <br />o <br />o <br />FILE No. <br />BY DATE. SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: <br />DESIGNED: J. FREKING <br />0 1 2 <br />1 1 INCHES I CHECKED: Z. ABAJIAN <br />0 10 20 30 40 50 APPROVED: O. BROWN <br />MILLIMETERS <br />-0 -- q Girder, Typ <br />1 *-811 <br />Typ for <br />y #5 S=14" ' '- I <br />S­2 <br />FOR BAYS RIGHT OF CROWN LINE <br />INCLUDING CLOSURE POUR BAY <br />§ LEGEND: <br />s <br />TYPICAL SECTION Bo-5 137- 1 138 - 5� <br />1/21' = 1 1-011 1 Indicates Closure Pour, concrete to be cost only after <br />post -tensioning is complete. <br />NOTES: <br />1. Conduit and supports to be furnished and installed by contractor. <br />F/O cable to be installed by others. For details, see "GIRDER <br />DETAILS No. 2" sheet. <br />2. For details, see "METAL BICYCLE RAILING DETAILS No. 1 " sheet. <br />3. Cap future utility openings in sidewalk at beginning and end of <br />Concrete Barrier Type 80SW. <br />DATE SAN JOAQUIN COUNTY RIJBLI(� WORKS DRAWING <br />.0 <br />09-29-16 S-137 <br />A:C DM <br />09-29-16 Q <br />i�— ORIN A. BROWN 0 F <br />Uj M <br />AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS Cf. No C48859 :0 <br />09-29-16 2020 L Street, Suite 300 <br />Exp, 09-30-18 /* 5-153 <br />Sacramento, CA 95811 'yL/ McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) civil_09-29-16 T 916.414.5800 F 916,414.1557 OF C L\i' SHEET <br />4, <br />TYPICAL SECTION — BOX GIRDER — SPANS 22-24 141 or"I 76 <br />