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Existing Sur&ce� -� See Note _ _ -- <br /> - - - - - - - - - - - - - ADL/LIST MANHOLE DRIVEWAYS <br /> 0 50' Arp/n/t Cowrwie <br /> Noic : Len�gyT <br /> th, w;dib and /ocotiDn FRAMES AND COVERS Quontities <br /> to 3e determined by the Type No. Area <br /> Engineer. L ocotion Quon t i t y <br /> D 3 52 S. Y. <br /> PAVfMfNT MA/R Df TAIL Throughout Project 5 Foch e 4 93 S. Y. <br /> Conform ® f. P. <br /> T PAVEMENT REPAIR ASPHALT CONCRETE <br /> Location Quontity <br /> I site thoughout project l7 S. Y. l T YPf B <br /> Existi Width Location Quontity <br /> Conform /2* Min. <br /> T YPf D Roadway 399 Tons <br /> SHOLILDER BACKING Intersection 14 Tons <br /> o.30'Asp/ro/t C&Wreie over Locotion Quantity Driveways 2/ Tons <br /> ohops end conpvcted <br /> votive anoterio% Sto. O-/l to Sto. 15 145 166 Tons Pavement Rcooir 7 Tons <br /> Conform fl f P. <br /> TTT Toto/ 441 Tons <br /> p � v <br /> 1 PAVEMENT REINFORCING <br /> D R Conform to existing TYPE f <br /> conform fABR/C <br /> O i roduis <br /> L ocation Quontity <br /> Variable depth Asphalt Concrete <br /> over drxrsting Paved driveway. Sto. 0— // to Sto. 15133 3,4311Y. <br /> TYPICAL DRIVEWAYS <br /> u COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCT/ON DETAILS SCOTTS AVENUE' Sheet No. <br /> • AND N07*C$ Ventura Ave. to Fresno Ave. I /?of /5 <br /> brews or Deb I hetet/ [gteesr Date GbeoWd Ioats i SwWttod 1 Deb ewndedDes <br /> cla A4-, z/ss 4188 �,d ,,�- 4188 o.,ad4i- 41,' - 'tee <br />