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2" Standard frame and <br /> Dia. or Sq cover assembly <br /> 6" (Refer to SJCO Std, <br /> Dwg. CW—M1.) <br /> A.C. Overlay— 4" <br /> 8 Conform ® E.P. <br /> EP <br /> Exist. Roadway— 6•• <br /> P.C.C. 3 <br /> 8' �. <br /> ^. <br /> Undisturbed Exist. Survey monuments <br /> basement soil to remain in place and ConfoE21 <br /> rm <br /> undisturbed. O `� "Y <br /> 0.30' Asphalt Concrete Existing Width ,p,� 4 <br /> over shaped and 12' Min. <br /> o. 4 <br /> SURVEY MONUMENT DETAIL compacted native material. TYPED * E y31-02 <br /> CIVIL <br /> OF CAL1F0 <br /> n <br /> C <br /> s <br /> i <br /> I D <br /> ° Conform ® E.P. <br /> See Note Below EP <br /> (Min. width 4') <br /> Existing <br /> t Surface 8 R R <br /> V, -. -- �.� <br /> Variable depth Asphalt Conform ! r, t <br /> Concrete over existing Existin Width `• + 1 Y <br /> Note: 0.50' Asphalt Concrete paved driveway. 12' Min. <br /> R = Conform to Existing TYPE <br /> o Width, length and locations to be _- <br /> Radii. <br /> f determined by the Engineer. -,fl, *• <br /> p PAVEMENT REPAIR DETAIL TYPICAL DRIVEWAY DETAIL <br /> m <br /> z <br /> w o <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS JA uFIANllyRoad to Mack UR FAille CIN <br /> Sheet <br /> of 7° <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRAL RECOMMENDED DATE <br /> FP.,. r. /oi Gays. 2 '0,?* "'U— ' :/o oz v ve .0 e/ <br />