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CCO 024 - Sheet 4 <br />120 <br />110 <br />=1 <br />O <br />0 <br />N <br />00 <br />N <br />�9 <br />E <br />v+ <br />a <br />v <br />of <br />=�FQIJI <br />O <br />• <br />L <br />N <br />O+ <br />C <br />O <br />110 <br />c <br />0 <br />2 <br />.n <br />C <br />C <br />O <br />U <br />O <br />100 <br />U <br />00 <br />N <br />gDATUM. <br />c <br />1 <br />ca <br />c o+ <br />c <br />o, <br />Cr <br />O X <br />v <br />i FILE No. <br />a <br />Jt » <br />+00.82 <br />�, R+�.-5y See Line Drain details. <br />19.47',59' LT <br />+%SWALE' <br />+50.74 FL= l 11.30 <br />"R" "R" +3�fr RETENTION SWALE Conform ditch flowlines s <br />27.66' z8:Z5- 24.84' 23.90-LT A 3 to Line Drain at Drive. <br />DBS FL= FL= 1 f 1 ou " DBS FL = 117.30 <br />RETENTION DFS , <br />- - — 29+0 30+00 <br />- =- --'- 111. <br />2.7+0 <br />�— RIVER Rd <br />R ---- <br />EP <br />DFS <br />DFS 25+pp <br />;:::: - - _: - - - f <br />iw <br />f-- fi NY(ON SW�LE <br />i <br />STANISLAUS RIVER <br />"R, +25 47 <br />28.46' RT <br />FL=117.90 <br />PLAN <br />RIVER ROAD <br />FL-11 *&- <br />25+00 <br />26+00 27+00 <br />28+00 <br />29+00 <br />SURVEY REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />DATE <br />Pavement conform at east end <br />SL 07/28/17 <br />HORIZONTAL. 1 —4� <br />DRAWN: F. <br />DsMARCO <br />09-29-16 <br />Add CCO 024 drainage call -outs <br />VERTICAL: 1 "=81 <br />DESIGNED: R. <br />GIBBON <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />I I I I I <br />K. <br />OAKS <br />09-29-16 <br />2020 L STREET, SUITE 300 <br />INCHES <br />CHECKED. <br />SACRAMENTO., CA 95811 <br />0 10 20 30 40 50 <br />I I I I I I <br />APPROVED: T. <br />BARNARD <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />— <br />— - MILLIMETERS <br />FILE NO.. <br />30+00 <br />-+ G <br />31 +00 <br />NOTE: <br />FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE <br />COUNTY OFFICE. <br />"R" 32+13.66 <br />— — — — /END ALIGNMENT <br />32+00 <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By — 9/28/2021 <br />31 +00 32+00 33+00 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />DRAINAGE/UTILITY PLAN AND PROFILE <br />"R" STA 24+50 TO STA 32+ 13.66 <br />&.7SHO J. GIBSON ; y <br />No. C70999 <br />1 *..Exp. 06-30-17 1 <br />sgjF OF CAtoE���\� <br />120 <br />110 <br />100 <br />120 <br />110 <br />100 <br />DRAWING <br />DU-9 <br />OF <br />DU-9 <br />SHEET <br />47 OF 176 <br />