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Conform ® E.P. <br /> R 8' ADJUST MONUMENT DRIVEWAYS <br /> R FRAME AND COVER <br /> Quantity <br /> Conform <br /> Variable depth Asphalt Location Quantity Type No. Area Existing Width Concrete over existing <br /> driveway. Sta. 330+76 1 Each Driveways Type "D" 23 1,078 S.Y. <br /> 12' Min. Sta. 357+19 1 Each Driveways Type "E" 21 891 S.Y. <br /> TYPE -E TOTAL 2 Each <br /> R = Conform to Existing Radii. <br /> ASPHALT CONCRETE (TYPE A) <br /> PLANING ASPHALT <br /> Conform ® E.P. Location Quantity <br /> CONCRETE PAVEMENT <br /> EP <br /> Location Mainline 4,655 Tons <br /> D Quantit Driveways 252 Tons <br /> 8 Prescott Road Intersection 42 Tons <br /> Sta. 330+58 to Sta. 330+82 196 S.Y. <br /> M Sta. 435+75 to Sta. 436+00 70 S.Y. TOTAL 4,949 Tons <br /> z0.30' Asphalt Concrete <br /> ID D Conform p TOTAL 266 S.Y. <br /> K over shaped and compacted <br /> M Existing Width native material. <br /> n. 12' Min. <br /> TYPED EARTHWORK PAVEMENT REINFORCING FABRIC <br /> 0 <br /> TYPICAL DRIVEWAY DETAILS (Miscellaneous Areas) Location Quantity <br /> Location <br /> Quantity Sta. 10+61 to Sta. 77+85 <br /> Sta. 357+50 to Sta. 363+00 (Lt.) 5.5 Sta. <br /> Sta. 79+00 to Sta. 104+90 � 20,496 S.Y. <br /> 12" Standard fra a and Sta. 369+90 to Sta. 371+00 (Lt.)—(Rt.) 1 .1 Sta. <br /> A.C. Overlay Dia. or sq cover assembly Sta. 434+00 to Sta. 436+00 (Lt.) 2.0 Sta. <br /> y 6" Refer to SJCO Std. <br /> bwg. CW—M1 .)1 .) TOTAL 8.6 Sta.I I/ <br /> 4" PLACE MONUMENT <br /> Ot 8" FRAMES AND COVERS <br /> Exist. Roadway <br /> A P P.C.C. 13� 6" SHOULDER BACKINGLocation Quantity <br /> 1 ` v Sta. 370+43 1 Each <br /> Exist. survey monument Location QuantityUndisturbedto remain in place and Sta. 410+02 1 Each <br /> basement sundisturbed. Sta. 330+58 to Sta. 436+00 3,578 Tons TOTAL 2 Each <br /> M SURVEY MONUMENT DETAIL <br /> Z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS AND LOUISE AVENUE RESURFACING Sheet No. <br /> SUMMARY OF QUANTITIES (Austin Road to Jack Tone Road) 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED p DATE ,yyAPPROVAL RECOMMENDED DATE <br />