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Conform ® E.P. do <br /> Const. <br /> 16, <br /> Q* b t <br /> Conform Existing <br /> = Conform to Surface <br /> existing radii Voc <br /> IL <br /> 12' Min. Width tF <br /> — J Grading Plane Conform <br /> Varible depth Asphalt Concrete Note: Asphalt Concrete <br /> over existing paved driveway. Existing Curb & Gutter Surfacing not shown <br /> TYPICAL DRIVEWAY for clarity. <br /> TYPE E PLANING DETAIL I <br /> Const. <br /> 28' limits of Clearing & Grubbing ►t <br /> f See Note Below Earthwork (Mise <br /> Existing surface RECORD DRAWING -� <br /> 2' Varies 20' <br /> __ ________________ Nof hangesBy .-T��._ ._..vw Conform <br /> ---------- Date /-Z/ — 9 0.17' A.C. A ron i <br /> 0.65' Asphalt Concrete o� on native soli <br /> Any Person Using This Drain 9hovid Ypp� <br /> PAVEMENT REPAIR DETAIL <br /> All Information By Inspecting TV84bOf�kffli. j t <br /> o n Note: Width, length and location to be <br /> 5 n determined by the Engineer. I Com act 6" of Native t <br /> g o I II 20, soil to 90% R.C. <br /> SECTION A—A <br /> a o \ \\ 5' 15' <br /> o Conform \� A <br /> m Conform El. 27.62 <br /> z r G <br /> Exist. C & G a <br /> to remain inLE— _ — � place � � � _ <br /> /E.,stung <br /> - - -Curb & Gutter Conform .47 Swale <br /> 0.17' A.C. A ron <br /> F <br /> A EDGE OF PAVEMENT A.C. APPRON DETAIL A <br /> DETAIL <br /> z SCALE: None CONSTRUCTION DETAILS PICCOLI ROAD RESURFACING SHEET No. <br /> COUNTY OF SAN JOAQUIN <br /> Wilcox Rd. to Waterloo Rd. 5 of 6 <br /> DRAWN BY DATE {{PROJECTgE�NpGINEER DATE CHECKED .,e- DATE �SU�,BIADTED /DATE APP 0 A COMMENDED DATE <br /> J. C. White /�a/ei .v.Peu. J/r eu-tom_ 71[.�`f� /tea oe9 /aii 0�f/ I <br />