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Conform O E.P. <br /> -T ADJUST MANHOLE DRIVEWAYS <br /> FRAMES AND COVERS Type Quantities <br /> Conform Location Quantity No. Area <br /> Existing width D 6 198 S.Y. <br /> 12' Min. Throughout Project 3 Each E 12 348 S.Y. <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. <br /> TYPE D <br /> PLANING ASPHALT ASPHALT CONCRETE <br /> CONCRETE PAVEMENT (Type B) <br /> Conform o E.P. Location Quantity <br /> Location Quantity <br /> —T Sta.5+00 to Sta. 5+15 40 S.Y. Roadway 910 Tons <br /> Co <br /> . Conform to B Northt 147 S.Y. Intersections 91 Tons <br /> existing radii Driveways 83 Tons <br /> I Conform South 78 S.Y. <br /> I Total 265 S.Y. 1,084 Tons <br /> r- 0 Variable depth Asphalt Concrete <br /> = o over existing paved driveway. <br /> v <br /> TYPE E <br /> SHOULDER BACKING PAVEMENT REINFORCING <br /> o m FABRIC <br /> a TYPICAL DRIVEWAY Location Quantity Location Quantity <br /> oD <br /> m Sta.5+00 to Sta.24+90 218 Tons <br /> No Scale Sta.5+15 to Sta.22+30 4,573 S.Y. <br /> C4X <br /> A <br /> D <br /> E <br /> Zml <br /> v COUNTY OF SAN JOaQUIN No SCALE CDNSTRUCTICN RALPH AVENUE Sheet No. <br /> w DETATLS AND NOTES aoo' w/o 'e' St.. to 250' e/a Ash St., 4 of 4 <br /> DrvenI Date I Protect Enyrer Date Checked Date SuMtted Date Rvc r, ed Date <br /> i3, d� X90 '/:Po i/90 o wAi <br />