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RfW EP <br />3 VARIES <br />5.1'-10' <br />OG GRADE TO <br />DRAIN <br />"R" 25+ 92. P 5 TO 27+ 27. 51 <br />I <br />R/W I <br />39.7' (STA, 23+92.27 TO 25+92.95) <br />30' (STA. 25+62.95 TO 27+27.51 ) <br />DBS FL HP EP <br />4' 4' 2' VARIES <br />ETW 17'-29' <br />5' VARIES <br />12'-24' <br />VARIES <br />15.2'-22.2' <br />Exist EP <br />"R" LINE <br />VARIES <br />1.8'--6.8' <br />Exist <br />R/W <br />VARIES <br />49.2'-52.8' <br />EP HP FL DBS <br />17' 4' 4' 4' <br />ETW <br />12' 5' <br />SAWCUT <br />1' LPG \ <br />OG % 390 - <br />SAWCUT 3% <br />SUPER <br />SUPER <br />k. <br />4:1 OR-''-�--_-- <br />FLATTER ------------------_---__-_- <br />RETENTION SWALE -- <br />Lo Exist <br />— 0.25' AC HMA DIKE <br />�c� 0.50' AB <br />(TYPE E) <br />-z t And. 'vo, r t #-S <br />R/W R" Z 5- f-00 -rc' 2 V, -t6 s <br />DBS FL HP EP <br />{ 4' 4, 2' <br />OG <br />81yo <br />__--- ---_- _ A.1 ---- <br />4:1 OR <br />FLATTER <br />RETENTION SWALE <br />"R" 21 +75.42 TO 22+00.00 <br />DBS FL <br />4' <br />OG <br />E <br />a <br />2:1 OR ---' <br />r <br />FLATTER <br />SWALE <br />N <br />in <br />cS <br />E <br />I= <br />I <br />C4 <br />r <br />i <br />0 DATUM: <br />0 <br />3 a <br />c <br />. o <br />N H <br />i'g FILE NO.: <br />E3 J <br />HP EP <br />4' 4' <br />RIVER ROAD <br />"R" 23+92.36 TO 27+27.51 <br />McHr" Aw ow ldw lorprowmt PmOd <br />If. AcomplIed <br />AS -BUILT <br />Rewfent ErgInw - Mwj6w Riwm, P.E. <br />Rr4*am gy Q. F4lA#!C O J+;ne & 2021 <br />*R. UNE <br />42' <br />0 <br />ETW <br />5' 24' <br />-r[ trt <br />VARIES <br />19.9'-- 22.2' <br />Exist EP <br />0 <br />12' <br />m <br />ETW <br />5' <br />SAWCUT <br />TO 376 _ _ _ <br />SUPER 2% TO 37 <br />SUPER <br />T7—— _—_—__—_---_ _----__ <br />HMA DIKE-__------.___ <br />(TYPE E) 6 <br />VARIES <br />6.8'-9.1' - <br />1' SAWCUT <br />m <br />cl OG <br />4:1 OR ` <br />FLATTER �. <br />TEN TI ON SWALE \ <br />VVARIES 8.1'-12.2' <br />REMOVE BASE <br />AND SURFACING <br />Exist <br />R/W <br />VARIES <br />45.6'-49.2' <br />EP HP FL DBS <br />4' 4' 4' <br />5% <br />O <br />Exist <br />-- 0.25' AC <br />HMA DIKE <br />0.50' AB <br />(TYPE <br />E) <br />RIVER ROAD <br />"R" 21 +75.42 TO 23+92.36 <br />SURVEY REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />HORIZONTAL: NO SCALE <br />DRAWN: <br />F. <br />DeMARCO <br />VERTICAL: <br />R. <br />GIBSON <br />DESIGNED: <br />I I ► I <br />CHECKED: <br />K. <br />OAKS <br />INCHES <br />0 10 20 30 40 50 <br />I i 1 1 I I <br />APPROVED: <br />T. <br />BARNARD <br />- - <br />- - MILLIMETERS <br />OG <br />t. <br />4:1OR� <br />FLATTER <br />RETENTION SWALE <br />VARIES 5.5'-8.1' <br />REMOVE BASE <br />AND SURFACING <br />DATE cro <br />09-29-16 09--29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300SACRAMENTO, CA 95811 <br />09�-29-16 T 916.414.5800 F 916.414.1557 <br />N.z <br />1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />TYPICAL SECTIONS <br />DRAWING <br />. ••• AA <br />% <br />1f Q <br />OF <br />• No. C70999 ; <br />. <br />X-9 <br />� <br />��`� <br />SHEET <br />O0*0,00 <br />C <br />Qr <br />b��,` <br />11 176 <br />FILE NO. <br />