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a <br />10. <br />Plane 0.20' of Existing Asphalt Concrete <br />Replace 0.20' Asphalt Concrete <br />I Y C II I I I I <br />l j II I I I I <br />YQ L ---- <br />M Const ----J--------------- <br />F� - - - - - - - - - - - - - <br />--------------------------------------- <br />____ +� R & D 164 LF of Curb and Gutter. `Oo ` \ +1 o <br />v + Place 164 LF New Curb and Gutter. +I M I C H I G A N A V E N U E z <br />V) N <br />10 E +I <br />0 0 <br />N <br />U ---- <br />---------------------- <br />----------- I <br />- <br />-----------------I <br />Beginning of Project <br />11 <br />LEGEND: <br />;sD; Existing Storm Drain Maintenance Hole Frame <br />and Cover to remain in place <br />€=3 r Clean Existing Drainage Facilities <br />T, Existing Water Valve Frame and Cover to <br />remain in place <br />--0--0--- Existing Fence to remain in place <br />Designed Gutter Grade <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />L. Aguilar 4111 <br />12 <br />0 20 40 60 100 <br />SCALE IN FEET PLAN <br />DATE I CHECKED BY DATE <br />1 <br />\—EP <br />14 <br />Existing Curb, Gutter and Sidewalk to remain <br />Replacement of Curb, Gutter and Sidewalk <br />(New CG&S type shall match existing) <br />Modify Curb Ramp and Retrofit Curb Ramp <br />y <br />Detectable Warning Surface per SP A88A <br />MICHIGAN AVENUE RESURFACING <br />15 +1 s <br />o N <br />N <br />Sheet No. <br />3 of 6 <br />