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Conform ® E.P. R = Conform to <br /> Exist. radius <br /> 12" —Standard frame and <br /> Dia. or Sq cover assembly <br /> R R 8, ---" 6" (Dwg rCW— 1.) Std. <br /> A.C. Overlay-4- 3�%4 <br /> Existin Width —Conform Exist. Roadway12' Min.Variable depth Asphalt Concrete <br /> over existing paved driveway. Undisey monuments <br /> base0x 30" iron pin <br /> TYPE E qith identification marks <br /> L Const. (To be installed by others) <br /> TYPICAL DRNEWAYS 0.08, var. <br /> _� SURVEY MONUMENT <br /> s' --- <br /> u I <br /> a � Conform C—Exist. A.C. Surface <br /> d 1 I <br /> o' 666 <br /> �.. : Grading Plane- <br /> LONGITUDINAL PLANING DETAIL <br /> 3 Const. <br /> See Note Below <br /> Limits of Clearing and Grubbing I y' — Existing <br /> — -- Surface <br /> — 20''3±--_- <br /> A.C. ing I i <br /> See <br /> 0.20'3 C Leveling <br /> Var. _ Shoulder <br /> 0.70' Asphalt Concrete <br /> p i _ _ _ _ Sheet <br /> Existing Roadway 2 Note: <br /> Existing C. & G. Width, length and locations to be <br /> M determined by the Engineer. <br /> M ASPFLAI T CONCRETE (TYPE 8) LEVELING PAVEMENT REPAIR DETAIL <br /> o Manthey Road Sta. 5+42 to Sta. 12+80 a+.1 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS MANTHEY ROAD AND sneer Na. <br /> HOSPITAL ROAD RESURFACING 10 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL WrOWMENDED ATE <br /> TItIO�l 795 <br />