Laserfiche WebLink
Conform ® E.P. PLANING ASPHALT DRIVEWAYS <br /> T CONCRETE PAVEMENT <br /> �— Location Quantit Type Quantit <br /> 1 / Roadway 389 S.Y. N0. Area <br /> Existing Width Intersections 287 S,Y. D 14 185 S.Y. <br /> 12' Min. I Total 676 S.Y. <br /> E 42 784 S.Y. <br /> TYPE Q TYPE E <br /> 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete SHOULDER BACKING ASPHALT CONCRETE <br /> and compacted native material. over existing paved driveway. <br /> TYPICAL DRIVEWAY (Type B) <br /> Location Quantity Location Quantity <br /> Sta. 3+60 to Sta. 11+68 Lt. 60 Tons Roadway 1,889 Tons <br /> Sta. 16+34 to Sta. 44+90(Lt.) 212 Tons Intersections 97 Tons <br /> Sta. 29+56 to Sta. 44+90(Rt.) 114 Tons Driveways 130 Tons <br /> Total 386 Tons Total 2,116 Tons <br /> Const. <br /> �- - <br /> b — PAVEMENT <br /> R � <br /> o.00' 25 0.00' REINFORCING FABRIC <br /> _ Location Quantity <br /> Sta. 3+85 to Sta. 44+75 9,089 S.Y. <br /> Conform <br /> o <br /> yM ii iii <br /> v <br /> No planing required '� Conf111 LEGEND <br /> zi at Valle Drive = N Existing C. & G. <br /> Conform 17 y Existing C. & G. ® Variable Depth Asphalt Concrete <br /> Ch <br /> M c Overlay <br /> i WITHOUT CURB & GUTTER 0 R Conform to Existing Radii <br /> IN Limits of Asphalt Concrete <br /> _N Pavement Planing <br /> tj <br /> INTERSECTION DETAILS WITH CURB & GUTTER Depth of Asphalt Concrete <br /> Cole Drive <br /> A Oakwilde Avenue O.O Pavement Planing <br /> 6% £ <br /> Davis School Entrances (2) Plum Avenue <br /> A Hickory Avenue Trenton Way <br /> Madeline Drive Valley Drive <br /> COUNTY OF SAN JOAQUIN ND SCALE CONSTRUCTION DETAILS MORADA LANE RESURFACING <br /> 77Sheet No. <br /> AND NOTES North 99 Frontage Rd. to Alhambra Ave. 4 of 4 <br /> Drawn B Dote Project Engineer Dote Checked Dote Submitted Date rov l Recommended Date <br /> B. 1i1U9 �L/eY ///,tg A7� ,,&) ,i "/'/' "z/o <br />