Laserfiche WebLink
Conform E. P ADJUST MANHOLE DRI VE WA YS <br /> FRAMES AND CO VERS Quon ti ties <br /> Type <br /> �— Location Quantity No. Area <br /> Conform L Existing Width Throughout project 3 Foch D 4 159 S. Y. <br /> 2 min. <br /> E / 25 S. Y. <br /> TYPE D <br /> 0. 30' Asphoit Concrete over PLANING ASPHALT <br /> npee and eraom poctgd CONCRETE PAVEMENT ASPHALT CONCRETE <br /> Location Quontity (TYPE B ) <br /> Conform 5 P <br /> Sta. 9 t 60 to Ste 9 -/.80 67 S. Y. Location Quontity <br /> Sto. i4 t25 to Sto. i4f50 67 S.Y. Roadway 260 Tons <br /> Tota/ 134 3. y. Intersection 15 Tons <br /> Conform Drivewoys 38 Tons <br /> TYPE E Toto/ 3/3 Tons <br /> M SHOLIL DER BACKING <br /> Q Voriobie depth Asphalt Concrete <br /> t over existing paved driveway. Location Quontity <br /> m <br /> R Conform to existing Sta. 9460 toSto. /4450 /16 Tons <br /> radius. <br /> y o TYPICAL DRIVEWAYS <br /> a <br /> 4 <br /> m <br /> a <br /> COUNTY OF SAN JOAQUIN NO SCALE C°NSTRUCT/ON DETAILS FRESNO AVENUE ghees No. <br /> AND NOTES Scotts Ave. to City Limits 3 of I5 <br /> Drawn 9y Dot* Project Engineer Data (� Chocked Dore Submitted onto A rowl R ommended Data <br /> 2116 of (/m 4 88 lY.��" -- 4156 I 74avd &( 41'* ' l219e <br />