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I <br />I <br />a) <br />E <br />Ln <br />0 <br />M <br />0 <br />T_ <br />T_ <br />Lr) (D <br />4­1 <br />:3 C C C <br />—0 Q) Q) (1) Q) <br />N <br />C_ C: C C <br />Q) (1) (1) <br />C C <br />Q) <br />C C_ <br />(1) Q) <br />< M M M M <br />M <br />Cn M M M <br />M M <br />M M M M <br />(31 (31 —Left EOD c::)j <br />(31 <br />(311 (341 (::)j (31 <br />M Line= <br />Profile Grade <br />LL1 <br />x x x x x x x x x x x x x`x, x x <br />x x x x x x <br />x x x x x x x x x X x x x x x <br />x x x x x x <br />x x x x x x x x x x x x x > <br />0 N <br />�/ <br />1 <br />+ <br />cc <br />C114 <br />04 <br />NOTE: <br />rl- <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />0 <br />DATUM: <br />U <br />HORIZONTAL: <br />DRAWN: F. DeMARCO <br />C c- <br />5 <br />VERTICAL: <br />J. FREKING <br />0 <br />0 >0 <br />DESIGNED: <br />2 <br />- 0 75 <br />V) <br />1 1 <br />INCHES <br />1 CHECKED: N. CALDERONE <br />to 0c <br />0 10 20 30 40 <br />5 0 APPROVED: 0. BROWN <br />0' <br />_j <br />FILE No. <br />I 1 1 <br />MILUMETERS <br />1 <br />NO CHANGES <br />McHenry Ave Candor Improvement Project NOTES: <br />Date Accepted <br />AS -BUILT 1. X indicates 10' intervals along "M" line. <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P E. <br />DrrO` 2. Contour interval is 0.20'. <br />3. Contours do not include allowance for camber. <br />DATE SAN JOAQUIN COUNTY PUBLIC WORKS <br />09-29-16 ENV_ <br />�C0M <br />09 —29-16 <br />OA6 BROWN <br />rn <br />AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS -No.RIN C48859 <br />0 —29-16 2020 L Street, Suite 300 <br />9 Exp, 09-30-18 <br />Sacramento, CA 95811 <br />T 916.414-5800 F 916.414.1557 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) IX CIVIL <br />09-29-16 OF CALO 10 <br />DECK CONTOURS NO. 1 <br />DRAWING <br />S-110 <br />OF <br />S-153 <br />SHEET <br />114oF-176 <br />