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NOTES: <br />1 For deck drain details and drainage pipe details, see "DECK DRAINAGE <br />DETAILS — SPANS 22-25" sheet. <br />EOD 104'---4 7/8" Max to 80'--8 3/4" Min EOD 2. For Plan and Elevation, see "STRUCTURE PLAN NO. 3" sheet. <br />3. For Signal Pole support details, see "MISCELLANEOUS DETAILS" sheet. <br />69'-8 3/8" Max to 46'-11 3/4" Min 34'-8 1/2" Max to 33'-9" Min <br />Stage 2 Construction Stage 1 Construction <br />ES ETW Varies Moo Line Varies ETW ES <br />$ <br />6'-9" 5'-0" 14'-23/4" Min 3 lanes @ 12'-0" - 36'-0" 12'-0" Min 5'- 0 to 1 _9" S <br />W.- ShId Barrier --Type 1 -A ES-7 <br />Sidewalk ShId to 36'- 11 Crown Line-,,., to 12'-- 1 1,Y2" Standard OA- 1 <br />Metal Bicycle Max Lane $I Max Lane <br />18'-0" 3''- 9 Signal <br />Signal Pole <br />Railing, T <br />RS Typ utter Line <br />B1 1-64 8 1-63 1-6 Concrete Barrier <br />- - - Type 80SW -------------- <br />ttt S16 <br />of <br />2 0 Conduit <br />for Signal pole <br />12" 0 Drain Pipe <br />EOD <br />--W <br />Closure Pour Gutter Line----,.- Conc Barrier rBlqlS'60 B�11-61 <br />2-20 Conduit Type 80 <br />—2%0 Const Jt <br />for Signal ---�,_ <br />Signal Pole Support, <br />see Note 3 <br />Cast —in —Place <br />60 <br />4" CVIN F/O Reinforced Conc Slab <br />12"0 Drain Pipe— (/—Approx OG = FG <br />TYPICAL SECTION (FRAME 5) <br />1/81111-01 <br />80'--8 3/4" Max to 78'-6" Min <br />46'-11 3/4" Max to 44'-9" Mir 33'-9 it <br />Stage 2 Construction Stage 1 Construction <br />51 KA" I <br />.6 <br />91-- <br />ES ETW Varies H r-- ETW ES <br />6 ' — 9 to 51-0y%__.,12'-0" Min_ 4 Lanes @ 12'-0 48 P-01) 5)-011 1'_9" <br />Sidewalk S h I d to 14'— 2 3/4 Crown Line $—Opp ShId Barrier <br />Metal Bicycle Max Lane 3 C:) Gutter SR_ S <br />Railing, Typ ,---Gutter Line 18'— 0 to Closure Pour ;i 11 Bll-61 <br />-04 No.- Line Conc Barrier 11?-60\i�(�� <br />Ln /-12"0 Drain Type 80 <br />T, <br />Pipe 2-1 1/2"0 Conduit for Signal <br />• <br />4" CVIN F/O <br />1111A <br />CIP/PS Conc Box Girder <br />--Approx 0 G <br />FG 48"0 Circular Conc <br />Column, Typ <br />rJ ----- L -I <br />72"0 CIDH Pile, <br />Bent 23 & Bent 24 only <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDL_RING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION BY <br />DATUM: <br />A <br />FILE No. <br />TYPICAL SECTION '(FRAVE 4) <br />1/8" = 1'-0' <br />DATE SCALE <br />PREPARED BY <br />HORIZONTAL: <br />DRAWN: <br />H. <br />SULLIVAN <br />VERTICAL: <br />DESIGNED. <br />J. <br />FREKING <br />0 1 <br />2 <br />1 1 I I <br />I CHECKED: <br />N. <br />CALDERONE <br />INCHES <br />INC <br />0 10 20 30 40 <br />50 APPROVED: <br />0. <br />BROWN <br />MILLIMETERS <br />DATE <br />09--29-16 <br />P"=C0M <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-16 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414,1557 <br />Ma <br />a. <br />94LIr 6 <br />LEGEND. <br />Existing Structure <br />NO CHANGES <br />W>W" Ave Carldw IrVowneM Project <br />Daft Acompted <br />AS -BUILT <br />Resident Engwow - Mawkgo Wm, RE <br />Structure PhWeavyh0a - David Franco, P E. <br />RevWws Sy D. rV&v( d Jur% 8, 2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />S-106 <br />4V <br />Fyn <br />ORIN A. BROWN i OF <br />McHENRY AVE CORRIDOR IMPROVEMENTS Uj 30918 <br />No. S-153 <br />EXP. 09- <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />ri SHEET <br />OF cikL\ <br />STRUCTURE PLAN NO. 4 11 0op-1 76 <br />