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PLANING ASPHALT DRIVEWAYS (Type E) <br /> Conform at E.P. CONCRETE PAVEMENT Location Quontity <br /> �— Location Quan 9 sites throughout project 677 S.Y. <br /> B' .. Sta. 1 +00 to Sta. 1+50 149 S.Y. <br /> Sta. 109+50 to Sta. 110+00 167 S.Y. <br /> Existing Conform <br /> width � - I Total 305 S.Y. CLASS 2 AGGREGATE BASE <br /> 0.33' Aggregate Base over shaped LOCOtIon Quantity <br /> and compacted native material. <br /> TYPE C EARTHWORK Driveways — Type C 77 C.Y. <br /> (Roadway Widening) <br /> Conform at E.P. Location Quantity ASPHALT CONCRETE <br /> Sta. 1+00 to Sto. 110+00(Lt. & Rt.) 218 Sta. (Type B) <br /> B' Looa6on Quantity <br /> Existing Roadway 6,558 Tons <br /> width Conform Driveways — Type D 44 Tons <br /> 0.30' Asphalt Concrete over DRIVEWAYS (Type C) Driveways — Type E 90 Tons <br /> shaped and compacted native material. Loodon QW <br /> ntity <br /> TYPEQ 5 sites throughout project 616 S.Y. <br /> Total 6,692 Tons <br /> 3 <br /> x <br /> o Conform at E.P. ASPHALT CONCRETE BASE <br /> 8. *P DRIVEWAYS (Type D) (Type B) <br /> k *R — Conform to LacatlonQuantity <br /> existing radii Location Qua <br /> Existing I Conform 5 sites throughout project 223 S.Y. Sta. 1+00 to Sta. 110+00(Lt. & Rt.) 2,646 Tons <br /> m Width f'�— <br /> v Variable depth Asphalt Concrete OEESSI <br /> X over existing paved driveway. , �voQ P� M N�NAyw <br /> 9 <br /> No. 21258 M <br /> Exp 9M93 <br /> a x <br /> rq TYPICAL DRIVEWAYS "'F FCa"F�"� <br /> COUNTY OF SAN JOAQUIN NO SCALE I CONST CTIO ETAILS HOWARD ROAD <br /> Undi RFRA�CING Sheet No' <br /> 4OF4 <br /> Drawn B Dnte Project Eraneer Date Chocked Date Subhltted Date a onnended to <br /> ,X_ �4i �.� q/ �/9/ <br />