Laserfiche WebLink
See Note Below <br /> 4' Minimum Width Existing <br /> Surface — Conform ® E.P. <br /> EP Z_ <br /> Note: 1:1 81 <br /> Width, length and locations to be1'1 <br /> determined by the Engineer. 0.50' Asphalt Concrete <br /> Conform <br /> Existing Width yJ <br /> PAVEMENT REPAIR DETAIL 12' Min. <br /> 0.30' Asphalt Concrete over <br /> N shaped and compacted native <br /> i <br /> TYPE D <br /> A � <br /> O 0 <br /> 4 F <br /> A m Conform ® E.P. <br /> H z <br /> o Standard frame and EP <br /> cover assembly - <br /> Exist. 12" <br /> Roadway Dia. orjSq (Refer to SJCO Std. <br /> A.C. Overlay ' <br /> R = Conform to <br /> 4" "' �� �� existing radii. Conform <br /> 0 8" <br /> P.C.C.7� 3' - 6 Variable depth Asphalt Concrete <br /> f. . over existing paved driveway. <br /> Undisturbed / - Survey monuments TYPE E <br /> basement soil 3/4"0 x 30" iron pin <br /> - with identification marks <br /> 1 (To be installed by others) <br /> ASURVEY MONUMENT TYPICAL DRIVEWAYS <br /> m <br /> A <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS FINE ROAD RESURFACING Sheet No. <br /> (Copperopolis Road to Flood Road East) 7 of 10 <br /> DRAWN BY DATE PR JECT ENGINEER DATE C DATESUBMITTED DATE AP ROVAL RECOMMENDED DATE <br /> O. P.II e/OI �,G- 11 //$All /k O <br />