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12" <br /> Standard frame and Conform ® E.P. <br /> Dia. or Sq cover assembly EP <br /> A.C. Overlay (Refer to S.J.Co. Std. <br /> 6" Dwg. CW—M1.) �\j I . - �. 8' <br /> V \' <br /> 4- <br /> F' Conform <br /> Exist. Roadways '.I 6" <br /> P.C.C. 3 Existing Width <br /> TYPE <br /> Exist. survey monument TYPE D <br /> Undisturbed soil to remain in place and 0.30' Asphalt Concrete over shaped <br /> undisturbed. and compacted native material. <br /> SURVEY MONUMENT DETAIL <br /> e <br /> i Conform ® E.P. <br /> s EP <br /> R R 8 * <br /> See Note Below <br /> z Existing <br /> mSurface Conform <br /> Existin Width <br /> 12' Min. <br /> i ,,,or <br /> 0.40' Asphalt Concrete TYPE E <br /> Variable depth Asphalt Concrete <br /> PAVEMENT REPAIR DETAIL over existing paved driveway. <br /> O R = Conform to Existing Radii. <br /> Note: Width (4' minimum). *13' at Sta. 6+05 (Right) <br /> v z Approximate dimensions used for estimating purposes <br /> mare available upon request. Dimensions and locations TYPICAL QRIVEWAY QETAILS <br /> —C a are subject to change at Engineer's discretion. — _ <br /> M <br /> M <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN rro scnr.� CONSTRUCTION DETAILS SCHULTE Row RESURFACING Sheet No. <br /> (Mac Arthur Drive to Chrisman Rood) 5 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I CH CKED I DATE S MITTED DATE APPROAVAL RECOMMENDED DATE <br />