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E <br />O <br />a DATLIM: <br />1-1 <br />CL <br />c <br />.2 <br />75 <br />d <br />FILE NO. <br />EXIST. <br />R/W <br />DBS FL <br />2 1 - - <br />OG <br />- - - - --- - - -I- - - --- <br />"M" LINE R/W <br />30' 46' (STA. 80+50.00 TO 85+52.00) NOTES: <br />30' (STA. 85+52.00 TO 87+10.00) (Exist R/W) <br />EP EP <br />17' VARIES <br />17'-29# <br />HP/DFS ETW ETW <br />7' 4 0 5' 12' Var VARIES 5 <br />1 <br />1' SAWCUT VARIES - Exist ETW <br />8'- 12.8 , <br />- PG CROWN 1' SAWCUT <br />- 2% <br />4____ - I GRADE TO DRAIN <br />- - - - - - --- - <br />- - - - - - - - - - - - <br />4:1 OR L TT <br />J FLATTER <br />2.1 OR <br />FLATTER <br />Exist <br />0. 25' AC <br />JE <br />ki _n nki cu <br />ETENTION SWALE <br />RETENTION <br />0. 50' AB <br />(SEE DRAINAGE <br />PLANS) <br />*4.4' (STA. <br />80+50.00 TO 86+50.00) <br />McHENRY <br />AVENUE 0' (STA, 86+50.00 TO 87+10.00) <br />"M" 80+50-00 <br />TO 87+10.00 <br />EXIST.. <br />R/W <br />M" <br />LINE <br />30' <br />VARIES <br />46.31 - 46.6' <br />EP <br />EP <br />17' <br />29 <br />DBS FL HP/DFS <br />ETW <br />Exist ETW <br />ETW <br />2 7' 4' <br />5' <br />12' <br />VARIES VARIES <br />VARIES 5 <br />4.4 *_61 6.8 '_8 <br />11.2'-11.6' <br />2: 1 OR <br />FLATTER <br />OG'_ N_ <br />SURVEY <br />EXIST. <br />R/W <br />SAWCUT <br />1' SAWCUT <br />PG CROWN - <br />_2% 27 <br />__j <br />--- 4:1 OR Exist <br />FLATTER 0.25' AC <br />—RETENTION SWALE 0.50' AB <br />(SEE DRAINAGE PLANS) McHENRY AVENUE <br />"M" 76+48.00 TO 80+50.00 <br />"M" LINE <br />30 <br />EP <br />17' 29' <br />ETW Exist ETW <br />12.88' 5' 12$ 61 6 p <br />1' SAWCUT 1' SAWCUT <br />1' <br />PG CROWN --\ <br />-GRADE To DRAIN <br />REVISION <br />GRADE TO DRAIN <br />R/W TCE <br />VARIES Og-4.51 <br />(STA. 75+48.00 TO 76+93.75) <br />R/W TCE <br />46' VARIES <br />EP 4.5'- 73.7' <br />ETW <br />12$ 5 <br />_2% <br />2% <br />7E <br />-E <br />Exist <br />LJ <br />0. 25' AC <br />0.50" AB <br />McHENRY <br />AVENUE <br />"M" 74+06.63 <br />TO 76+48.00 <br />DESCRIPTION <br />BY DATE <br />SCALE <br />PREPARED BY <br />HORIZONTAL- NO SCALE <br />DRAWN, F. DeMARCO <br />VERTICAL: <br />DESIGNED- R. GIBSON <br />0 <br />2 <br />CHECKED. K. OAKS <br />INCHES <br />0 10 20 30 40 <br />60 APPROVED, T. BARNARD <br />MILLIMETERS <br />GRADE TO DRAIN <br />DATE <br />09-29-16 MILILM <br />;um <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916,414 .5800 F 916.414,1557 <br />`OG <br />1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />2. TYPICAL SECTIONS THROUGH INTERSECTIONS NOT SHOWN. <br />NO CHANGES <br />Md4w" Ave 0WrIdW WOMM"w" PmOd <br />DOM Accooked <br />AS -BUILT <br />Reeident Ergin&W - M6000 RKVM, P.E. <br />Rovwona 3y 'P.r-f?A&)f-0 —June 8, 2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />.. - _I.- - <br />TYPICAL SECTIONS <br />DRAWING <br />ef <br />X-4 <br />OF <br />• No. C70999 <br />Exp, 06-30-17 <br />X-9 <br />clvl\- •SHEET <br />CAO <br />7 OF 176 <br />FILE NO. <br />