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LOCATION <br />QUANTITY <br />Sta.10+00 to Sta.10+50 <br />(S.R.99 Br.) <br />178 S.Y. <br />Sta.31 +66.66 to Sta.32+16.66 <br />178 S.Y. <br />Sta.32+28.66 to Sta.33+10 <br />(Mcrman <br />SI. Br.) <br />292. S.Y. <br />Sta.34+80 to Sta.35+30 <br />(Mormon SI. <br />Br.) <br />178 S.Y. <br />Sta.22+65 to Sta.28+45 <br />Rt. <br />258 S.Y. <br />Sta.38+30 to Sta.39+05 <br />(Lt. & Rt.) <br />67 S.Y. <br />Sta.43+52 to Sta.43+64 <br />(Charter Way <br />Int.) <br />43 S.Y. <br />Total <br />1194 S.Y. <br />Sta.10+00 to Sta.26+00 Lt. & Rt. 140 Tons <br />Sta.26+00 to Sta.33 i-10 Lt. 100 Tons <br />Sta.26+00 to Sta.33+10 Rt. 30 Tons <br />Sta.34+30 to Sta. 43+64 Lt. & Rt. 80 Tons <br />Total 350 Tons <br />DRNEWAYS (Type D) <br />LOCATION QUANTITY <br />2 sites throughout project 53 S.Y. <br />DRNEWAYS (Type E) <br />LOCATION QUANTITY <br />7 sites throughout project 207 S.Y. <br />ASPHALT CONCRETE <br />Crype B <br />LOCATION QUANTITY <br />Roadway 1199 Tons <br />Driveways — Type D 7 Tons <br />Driveways — Type E 24 Tons <br />Planing 16 Tons <br />Intersection — Charter Way 30 Tons <br />Total 1276 Tons <br />PAVEMENT REINFORCING <br />FABRIC <br />LOCATION QUANTITY <br />Sta.10+00 to Sta.33+10 — Tractor Xing 6128 S.Y. <br />Sta.34+30 to Sta.43+39 2424 S.Y. <br />Total 8552 S.Y. <br />No. 21258 <br />* Exp 9-30-93 <br />Conform to E.P. <br />7�� 1 <br />�.' <br />X <br />11 <br />Conform / <br />1 ! <br />1 1 <br />Variable depth Asphalt Concrete 1 I <br />over existing paved driveway. <br />TYPE E <br />Conform to E.P. <br />Conform <br />0.20' Asphalt Concrete over I I <br />shaped and compacted native <br />material. <br />COUNTY OF SAN JOAQUIN SCALE: None coNSTRucTION NOTES & DETAILS <br />DRAWN BY DATE PROJECT NGIRFER DATE CHECKED SUBMITTED DATE ROVED <br />rvnr n <br />113 <br />TYPICAL DRIVEWAYS <br />TYPICAL TRAFFIC <br />LANE LAYOUT <br />NTE AVE. RESU <br />Route 99 to Charter <br />Of 5 <br />