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Standard frame and <br /> A.C. Overlay Dia. or Sq cover assembly <br /> y 6" (Refer to SJCO Std. <br /> Dwg. CW—M1 .) <br /> Asphalt Concrete <br /> 4" (Mist. Areas) <br /> 8" <br /> Exist. P.C.C. 6 <br /> Roadway 3' - 0.25' Overlay to Spring Line <br /> 0.30' Dwy. <br /> Undisturbed f Exist. survey monument Var. <br /> basement soil to remain in place and <br /> undisturbed. 10" Min. ompact in 6" layers <br /> SURVEY MONUMENT DETAIL (Typ•) O.D. to a minimum relative <br /> +20" compaction of 90%. <br /> TRENCH DETAIL1❑ <br /> m <br /> Conform ® E.P. (Driveways) <br /> a EP_ <br /> 8' Asphalt Concrete <br /> s � �' 1 (Mist. Areas) <br /> n- 1 Exist. surface <br /> o.' Conform <br /> '—' ExistingWidth 12' Min. <br /> z 0.25' Roadway <br /> TYPE- <br /> 0.30' Asphalt" Concrete over shaped Var. <br /> and compacted native material. <br /> 10" Min. Compact in 6" layers <br /> Conform ® E.P. (Typ.) to a minimum relative <br /> EP _ _ _ +20" compaction of 90%. <br /> TRENCH DETAIL❑2 <br /> 8' R TR (Cross—Drain) <br /> A.C. Miscellaneous Areas <br /> u) Conform �. <br /> �. <br /> Existing Width <br /> J.1L"V"4 <br /> �•/ Variable depth Asphalt Concrete !; <br /> m ' over existing paved driveway. , ',PS �" dTs.----wing ohvWd Verlf= <br /> o R = Conform to Existing Radii. - �• - - - - - <br /> Lh <br /> COUNTY OF SAN 30A UIN NO SCALE CONSTRUCTION DETAILS AND ELLIOTT ROAD RESURFACING Sheet No. <br /> Q SUMMARY OF QUANTITIES (Peltier Road to Liberty Road) 8 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CH KED �DAATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> P.T /%2 e /r T w..v� /9/r°�>s71 /O��✓lOL <br /> O <br />