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Conform ® E.P. <br /> EP See Note_ Below <br /> -- � Existing <br /> 1 � Surface <br /> Conform 81 <br /> Existing Width _ 0.50' Asphalt <br /> 12' Min. Concrete <br /> TYPED PAVEMENT REPAIR DETAIL <br /> 0.30' Asphalt Concrete over shaped <br /> Note: Width minimum), length <br /> and compacted native material, and locations to be determined <br /> Note: Portion of existing concrete driveway from edge of pavement by the Engineer. <br /> to 9' beyond shall be removed. Concrete shall be saw cut to provide <br /> a neat straight joint at the conform line. Removal of concrete shall <br /> be considered as included in the contract Lump Sum unit price for <br /> Clearing and Grubbing. (Ste. 174+50 — 9'x36' (Rt.)) <br /> i <br /> o � <br /> s y <br /> 3 0 <br /> —Conform ® E.P. <br /> i <br /> l <br /> EP Din or Sq cover assembly and <br /> A.C. Overlayyl 6,• (Refer to SJCO Std. <br /> g . R Dwg. CW—M1 .) <br /> y R <br /> 1 4soil <br /> \"Conform * 24' at Ste. 69+65 (Rt.) 6" <br /> Exisking width * 19' at Sta. 134+25 (Rt.)12' Min.TYPE E UndistExist. survey monument <br /> ' ^ Variable depth Asphalt Concrete basemto remain in place and <br /> L , v+ over existing paved driveway. undisturbed. <br /> R = Conform to Existing Radii. <br /> ZE TYPICAL DRIVEWAY DETAIL SURVEY MONUMENT DETAIL <br /> j p <br /> N <br /> m <br /> .t1 0 <br /> W <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS BOWMAN ROAD RESURFACING sheet :No.1200'f East of San Joaquin River to Manthey Road 7of <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUB ITTED DATE APPROVAL RECOMMENDED DATE <br /> rd�lG 1/oz f� �t :nom! z✓s/0L 1Klaa amu°! N zfs:z >16euel�aO10 <br />