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Conform ® E.P. <br /> Standard frame and EP <br /> Dia.Dil or Sq cover assembly <br /> A.C. Overlay6„ (Refer to S.J.Co. Std. <br /> Dwg. CW—M1.) �. �� 8 <br /> 4" <br /> g" Conform <br /> Exist. Roadway, iii 6^ Existing Width <br /> P.C.C. 3 12' Min. <br /> TYPE D <br /> Undisturbed Exist. survey monument 0.30' Asphalt Concrete over shaped <br /> basement soil to remain in place and and compacted native material. <br /> -11 undisturbed. <br /> SURVEY MONUMENT DETAIL A <br /> EP Conform ® E.P. 18' DRIVEWAY LOCATIONS AND SECTION <br /> Sta. 34+95 (Rt) Sto. 40+94 (Rt) <br /> R R 8'* Sta. 37+03 (Rt) Sta. 42+57 (Rt) <br /> 0 1+ Sta. 38+24 (Rt) Sta. 43+98 (Rt) <br /> 0 <br /> Sta. 39+98 (Rt) Stu. 44+77 (Rt) <br /> °a z Conform Sta. 40+25 (Rt) <br /> ti ; Aom <br /> o See Note Below Existin Width <br /> 1 max <br /> Existing 12' Min. 10% max <br /> oSurface <br /> a � <br /> TYPEE <br /> Variable depth Asphalt Concrete .mac <br /> LA <br /> Asphalt over existing paved driveway. Conform <br /> Concrete R = Conform to Existing Radii. SECTION A—A <br /> 0 <br /> PAVEMENT REPAIR DETAIL <br /> a Note: Width (4' minimum), length <br /> a and locations to be determined TYPICAL DRIVEWAY DETAILS <br /> by the Engineer. <br /> f m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS CORRAL HOLLOW ROAD RESURFACING Sheet No. <br /> (0.54 mile s/o Valpico Rd to 0.06 mile n/o Valpica Rd) 5 of 6 <br /> OM BY DATE PROJECT ENGINEER I DATE CHEC ED DATE I SUBMUED DATE APPROVAL RECOMMENDED DATE <br /> [. I u l° of ��rtu /v iib >Jlencw %o f/fth L <br />