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Construction Station <br /> Conform ® E.P. <br /> E.P. <br /> i <br /> N N <br /> N N <br /> / � <br /> o Q �'��� � E.p_ � Conform <br /> Existing Width <br /> C: ® 12' Min. <br /> o <br /> 0.30' asphalt conative over shaped <br /> and <br /> and compacted native material. <br /> v Planing Length <br /> TYPE D <br /> Conform I W1 <br /> Intersecting Street Location Width Width Planing Transition <br /> W1 W2 Length Length <br /> Pine Street (Rt.) 4+64t 28' 50' 20' 50' <br /> New Hope Rd (Rt.) 20+90t 24' 50' 20' 65' <br /> Barber Road (Lt.) 75+67t 23' 30' 20' 51 ' Conform ® E.P. <br /> 6 Cameron Road (Lt.) 103+24t 20' 23' 10' 50' <br /> Cameron Road (Rt.) 103+24t 20' 23' 10' 50' <br /> i <br /> > Benson Ferry Road Lt.) 110+19t 21 ' — — 60' <br /> i a Benson Ferry Road �Rt.) 110+19t 20' — — 60' / 8 <br /> TYPICAL INTERSECTION DETAILS Conform <br /> $ <br /> Existing Width <br /> Existing Roadway 12' Min. <br /> Width Variable depth Asphalt Concrete <br /> 0.50' Asphalt over existing paved driveway. <br /> DConcrete <br /> f — — <br /> m <br /> A <br /> N — — — — — TYPE E <br /> 2 <br /> M <br /> p - - - - - - - - - - - <br /> Note: <br /> TYPICAL DRIVEWAYS <br /> Width, length, and locations to be determined by <br /> rn the Engineer. <br /> < <br /> o PAVEMBAT REPAIR <br /> '~ COUNTY OF SAN JOAQUIN NO CONSTRUCTION DETAILS THORNTON ROAD RESURFACING Sheet Ngo. <br /> (Walnut Grove Road to Sacramento County) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APR=RECOMMENDED DATE <br />