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W <br />E <br />_0 <br />4 <br />CD <br />Ln <br />U <br />_0 <br />.0 <br />M <br />00 <br />('14 <br />04 <br />-;t <br />CD <br />0 <br />A.- <br />0 <br />U <br />C <br />0 <br />0. <br />W <br />C. <br />0 <br />1 <br />1138'-3" Measured along "Mot Line <br />4 <br />Q) Q) <br />C_ 11) <br />U� 343'-6" _&__ <br />Cn <br />Frame 3 <br />0 39y-01' 7 Spans @ 391-011 = 2731-0'9 31 '-6" 0 <br />z 0­1111 :7 <br />z Span 13 Spans 14-20 Span 21 z <br />n <br />Ili 1F ---- 41k I! Ik 11 <br />Lj . ..... LLJ <br />.... ........ <br />Iry <br />0 <br />,--(j),Typ Approx <br />0 <br />OG=FG p V) <br />Q) @ Rt EOD <br />Q) <br />W II cn <br />Ll Li <br />Bent Bent Bent. Bent Bent Bent Bent Bent <br />C <br />14 15 16 17 18 19 20 21 1 <br />4-a U <br />4_1 <br />38+00 39+00 40+00 <br />ELEVATION <br />1 to 2 0' <br />KD 0 . ........... 0 (D 0 0 (D (a 0 0 0 0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D (D 0 (D <br />0 (D 0 0 0® 0® 0 0 0 0 0 0 0 (D (D 0©®® 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D (D 0 <br />"M" Line 0 <br />"Moo 38+30.71, 17.00' Lt "Moo 39+40,37, 17.00' Lt 0 0 0 0 0 0 (D 0 Q) <br />Deck Drain, Type D-1 (Mod) Exist Bridge (Approx) Deck Drain, Type D-1 (Mod) I R/W <br />0 0 0 0 0 0 0 <br />C5 <br />z z <br />z ► 8" Drain Pipe I 38+00 I 394-0 NOO*2244"W 40+00 <br />n <br />Lij I To Modesto <br />:D <br />t <br />ry <br />I- To Escalon CL Piles, Typ Crown Line <br />LO <br />Q) <br />V) 8" Drain Pipe <br />0 (D (D <br />Bent 14 Bent 15 Bent 17 Bent 18 Bent 19 Bent 20 <br />4-h <br />0 Bent 21 - 0 (D (2) <br />Bent 16 <br />"Moo 38+30.71, 53.00' Rt 0 0 0 0 0 0 <br />Deck Drain, Type D-1 (Mod) 0 0 0 (D 0 0 0 <br />0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D <br />Limits of <br />11 Moo 39+40.37, 53.00' Rt <br />Ground Improvement Deck Drain, Type D-1 (Mod) <br />R/W <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />DATUM: <br />A <br />FILE No. r:1 — <br />PLAN <br />1 to = 20' <br />BY DATE SCALE <br />HORIZONTAL: <br />VERTICAL: <br />0 1 2 <br />INCHES <br />0 10 20 30 40 50 <br />1 i I I I I <br />MILLIMETERS <br />PREPARED BY I DATE <br />DRAWN: <br />H. <br />SULLIVAN <br />109-29-16 <br />DESIGNED: <br />J. <br />FREKING <br />09-29-16 <br />CHECKED: <br />N. <br />CALDERONE <br />09--29_16 <br />APPROVED: <br />0. <br />BROWN <br />f 09-29-16 <br />1'-9" <br />Barrier <br />Metal Bicycle <br />Railing, Typ <br />Conc Barrier <br />Type 80SW - <br />7'-5 3/4" <br />A=CVM <br />AECOM Technical Services, Inc. <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />T 916.414,5800 F 916.414,1557 <br />EOD <br />1 781-611 <br />44'-9" <br />Stage 2 Construction <br />TW M Line <br />12, 0 to <br />Lane <br />8, <br />Gutter Line <br />n--:- <br />am <br />Stage 1 Construction <br />ETW ES <br />4 lones @ 12'--0" = 48'-0" 5'-0" <br />_-W ;;- <br />I Crown Line � ShId <br />3'- 0 to <br />lilt ij;! <br />lilt lilt I I : <br />-1 J'AL L -1 _V�I_ L J JA L 11 �,L L -I AA L I <br />TYPICAL SECTION (FRAMES 1 <br />1/801 11-021 <br />NOTES: <br />Gutter <br />Line - <br />3)) <br />X <br />V_9" <br />Barrier <br />Conc Barrier <br />Type 80 <br />,,--Cost -in -Place <br />Reirif Conc Slab <br />---4" CVIN F10 <br />— 8" Drain Pipe, Typ <br />6'-,3" <br />Approx <br />OG=FG <br />24" Octagonal <br />PC/PS Pile, Typ <br />McHenry Ave corridor kroroverrAo Projw <br />Dele Ac=pW 1. For deck drain details and drain pipe details, see "DECK <br />AS -BUILT DRAINAGE DETAILS - SPANS 1-21" sheet. <br />Resident Engineer - Mwjrft Rvers, P.E. <br />Structure Repreewitietive - DrM Fro=. RE <br />Revisions By D, F 11' 11 t - !' June k 2021 <br />�/ F. 6� IR- % <br />LEGEND: <br />Point "Bent No. XX" on column at each bent <br />location at 5' above FG. <br />@ Indicates 200 Yr Event Flood Water Elevation 83.8 Feet <br />.­ ..... .... .. ... ­ I Existing Structure <br />Water Surface <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />ORIN A. BROW <br />rn <br />CHENRY AVE CORRIDOR IMPROVEMENTS W No. C48859 M <br />a217 <br />* EXP. 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />0jFr. Cii ID <br />STRUCTURE PLAN NO. 2 <br />DRAWING <br />S-104 <br />OF <br />S-153 <br />SHEET <br />108oFr176 <br />