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N <br />0 <br />U <br />Conform cn <br />41 W <br />Q <br />Q <br />I N <br />X50 I <br />'� <br />Q R I� <br />i <br />LEGEND: <br />0 50' <br />,R <br />0.17' HMA Overlay <br />� Const <br />■ 50' <br />N <br />O O <br />0 0 <br />N o <br />C.Offectin-a RV V1 rV46, <br />rn No Chr .... <br />713�/z0 <br />++I�+puid �lirie'• r <br />No <br />0""gip By Inspecting The SNO Of >rY 0 <br />! � Conform <br />EP EP I 3I <br />R <br />N EUNICE N N 1 AVENUE N <br />N 1 52 N N 62 N 63 <br />u 110Iv <br />BEGIN PROJECT <br />EUNICE AVENUE <br />0.17' Depth of Planing Roadway Surfacing <br />■ Limits of Planing Roadway Surfacing <br />R Conform to Existing Radii <br />CSP/RCP to be replaced. See Notes �! & ❑2 <br />EP <br />EP <br />END PROJECT <br />EUNICE AVENUE <br />17' HMA Overlay <br />Existing <br />RCP to remain in place unless otherwise noted <br />GH <br />Existing <br />Storm Drain <br />Inlet to remain in place <br />,�, <br />Existing <br />Monument F <br />& C to remain in place <br />GExisting <br />Detail. <br />Gas Valve to <br />remain in place <br />NGas <br />Valve F & C to <br />be adjusted to finished grade by other <br />17' HMA Overlay <br />� Const <br />END PROJECT <br />EMERSON ROAD <br />8: R&D exist pipe. Place <br />■ 50' <br />12" <br />EP <br />Corrugated Steel <br />Pipe <br />(0.079" <br />Thick). <br />See <br />Sheet 5, Cross <br />Sta 15+70 (16' Lt) <br />Backfill <br />Detail. <br />Sta <br />rn o <br />o <br />pipe <br />R&D 4 LF Exist RCP. <br />Paid under Clearing & <br />12" <br />Corrugated Steel <br />Pipe <br />v <br />o <br />Thick). <br />Grubbing item of work. <br />Sheet 5, Cross <br />Drain <br />Backfill <br />N o N <br />EP—� <br />----------------':�� <br />0 <br />C <br />1 <br />n0 <br />_ <br />— — — — <br />�;�` 0 <br />EMERSON o <br />R <br />� O <br />o <br />— — <br />,, 10 0 0 0 <br />o <br />1 0 0 <br />Q <br />D <br />mConform- <br />+ <br />EPJ <br />'OZ <br />o� <br />BEGIN PROJECT <br />EMERSON ROAD <br />M <br />z <br />0 <br />COUNTY <br />OF SAN JOAQUIN <br />No SCALE <br />PLAN <br />DRAWN BY <br />DATE PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Nung No <br />01/20 ��. C � <br />./,,712o <br />2-71 <br />� Const <br />END PROJECT <br />EMERSON ROAD <br />I <br />—I <br />I ' <br />8: R&D exist pipe. Place <br />26 LF <br />12" <br />EP <br />Corrugated Steel <br />Pipe <br />(0.079" <br />Thick). <br />See <br />Sheet 5, Cross <br />Drain <br />Backfill <br />Detail. <br />Sta <br />22+98: R&D exist <br />pipe <br />& hdwl. Place 50 LF <br />12" <br />Corrugated Steel <br />Pipe <br />(0.079" <br />Thick). <br />See <br />Sheet 5, Cross <br />Drain <br />Backfill <br />Detail. <br />I <br />—I <br />I ' <br />I0 � <br />— <br />ILi <br />'I J <br />I„00 <br />O ' <br />� , <br />0 <br />pCo <br />n0 <br />_ <br />CD <br />,P <br />� -pO <br />R <br />� O <br />o <br />'OZ <br />o� <br />Conform <br />Sta 21 +8 <br />EMERSON ROAD AND EUNICE AVENUE RESURFACING I Sheet No. <br />(1,330' west of North 99 Frontage Road West to North 99 Frontage Road West; Calimyma Road to Collier Road) 4 of 6 <br />