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ADJUST MANHOLE ASPHALT CONCRETE Conform O E.P. <br /> FRAME AND COVER TYPE B T <br /> Location Quantity Location Quantity ' <br /> Ste. 265+58 (4' Lt.) 1 Each Mainline 7,530 Tons <br /> (Ste. 211+00 to Ste. 317+65) Existing Width Conform <br /> Intersection 196 Tons 12' Min. <br /> PLANING ASPHALT (4 Locations) , <br /> 0.30' Asphalt Concrete over shaped <br /> CONCRETE PAVEMENT Driveways 284 Tans and compacted native material. M. H/,p9T <br /> Location Quantity Total 8,010 Tons Note: All Driveways shall be Saw—cut 24' from 9� <br /> centerline and existing material removed. No. 21258 <br /> inline * E* 9-30-97 <br /> Ste. 211+00 to Ste. 211+50 178 S.Y. TYPE— <br /> Ste. 317+50 to Ste. 317+65 58 S.Y. Conform O E.P. 9�EOF1V1;F�R� <br /> Intersections CAI <br /> Armstrong Road (W) 78 S.Y. T <br /> Armstrong Road (E) 84 S.Y. <br /> Harney Lane (W) 61 S.Y. PAVEMENT REINFORCING <br /> Harney Lane (E) 61 S.Y. FABRIC <br /> Total 520 S.Y. <br /> Location Quantity <br /> Existin Width Conform <br /> ROADWAY EARTHWORK2Sta. 211+50 to Ste. 317+50 28,267 S.Y.S.Y. ' Min. <br /> WIDENING Variable depth Asphalt Concrete <br /> i over existing paved driveway. <br /> 3 Location Quantity <br /> TYPE— <br /> Ste. <br /> g` y 213+10± to Stu. 267+00 105.6 Ste. (Sta. 211 +49 Lt.) <br /> i Ste. 267+00 to Ste. 317+60 101.2Sta. <br /> Total zo6.$ sta. TYPICAL DRIVEWAYS <br /> 16' CL <br /> SHOULDER BACKING $ 16' <br /> o Exist. Driveway <br /> 4't 6' 2' <br /> ist. E.P. Exist. Driveway <br /> rn Location Quantity conform <br /> Var Exist. E.P. <br /> Stu. 211+00 to Sta. 317+65 748 C.Y. _ _ — — Conform <br /> m 0.30' A.C. <br /> DRIVEWAYS 0.30' A.C. <br /> Z Gutter Grade Elev. <br /> o Exist. rt Elev. O Ste. 283+00=22.89Sta. 282+75 Elev. = 22.20 <br /> Type Quantity — Ste. 283+00 Elev. = 22.40 <br /> No. Area TYPE—D DRIVEWAYS Ste, 283+12 Elev. = 22.50 <br /> A D 25 1,153 S.Y. (Typical Section Typical Section Ste. 283+25 Elev. = 22.47 <br /> E 1 25 S.Y. Ste. 282+46 to Ste. 284+00 (Rt.) Ste. 283+50 Elev. = 22.42 <br /> z F 1 144 S.Y. DRIVEWAY DETAILS Ste. 283+94 Elev. = 22.33 <br /> CONSTRUCTION DETAILS & DAVIS ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES (Armstrong Road to State Route 12) 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP ROV ECOMMENDED DATE <br /> Ya......1 8. .ddiw 7 61-96 `I13 6 2 �j�� <br />