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Conform 0 E.P. CONST. <br /> EP I <br /> (*) <br /> 4 * 32' – 54' 0.5 5' 0.51 32' – 54' �y <br /> Remove Concrete Curb <br /> Conform Remove Concrete Curb Existing Surface <br /> Existin Width _ Var. Var.� (Roadway) <br /> 72' Min. — <br /> TYPE D *8' for Dwy. at sta. 62+20 (6' x 60' (Rt)) <br /> 0.30' Asphalt Concrete over shaped Existing A.C. Surface (Median) Portion of Existin Concrete <br /> m and compacted native material. To Remain In Place Curb To Remain �Typ.) - <br /> 3 Note: Portion of existing concrete driveway from edge of pavement CONCRETE CURB REMOVAL (Typical) <br /> to 8' beyond shall be removed. Concrete shall be saw cut to provide <br /> a neat straight joint at the conform line. Removal of concrete shall Note: Removal of Concrete (PCC) Curbs where shown on the plans shall be done <br /> E3 be considered as included in the contract Lump Sum unit price for in such a manner as not to disturb Existing A.C. Surface (Median) including <br /> o Removing Concrete (Stu. 14+10 – 8' x 17' (Rt.)) Utilities and/or Traffic Facilities. <br /> o R <br /> EP Conform ® E.P. _ CONST. <br /> _ - <br /> I <br /> 4.* R <br /> A R <br /> __ 32' - 54'---� 5' � 4c �- 32' - 54' � <br /> Conform - : 4kPCC Curb (Type E13) <br /> Refer to Caltrans RSP A87 <br /> ExistinQ Width for details. <br /> 12' Min. <br /> TYPE E Var. Var. <br /> 3 Z <br /> Variable depth Asphalt Concrete '� No. 3865 <br /> u over existing paved driveway. . Ev. 3-31-05 <br /> R = Conform to Existing Radii. �r <br /> � tF0?� Existing A.C. Surface (Median) 0.17' A.C. Overlay <br /> N TYPICAL DRIVEWAY DETAIL Ta Remain In Place <br /> 06 Z1 *Stu. 8+75t to Sta. 12+50t (Rt.): 4' – 5' / CONCRETE CURB REPLACEMENT (Typical) <br /> Ir <br /> y aPeter D. Martin Note: New Concrete (PCC) Curb shall be placed on new 0.17' A.C. surface. <br /> O ' RCE 38465 and provide 6" breaks every 10' for drainage. <br /> COUNTY OF SAN JOAQUIN No ScaE CONSTRUCTION DETAILS ELDORADO STREET RESURFACING Sheet No. <br /> (I-5 to Stockton City Limits) 11 of 13 <br /> -.... DRAWN By DATE - PROJECT ENGINEER DATE l ED DATTE/ APPROVAL R COMMENDED DAZE. <br /> /L-y6 . I AWAW A6210 71-301-31 <br />