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gee S. J. Co. Std. No. C-5 for T U R N E R ROAD <br /> frame details. APPROXIMATE R/W I RIW APPROX//AATe <br /> Orate sho/i be Pinkerton — <br /> A-/08 or a,Vuq/. <br /> H • W W <br /> 0..25'Asphait Concrete <br /> �o <br /> (Ac. M4C. ArOOS ) ,�I tlriva Ror, <br /> N Precgst Reinforced 17694 <br /> Concrete Cone. e m Ur,va R.a. <br /> c}8" Hreeast <br /> Monhok Pips <br /> iv >. (c/. m ) 6"Oi4Aleter Psr�orgted Orive Ras. <br /> ;( P. V C. Schede/e 40 Pipe. g n�sz <br /> li7ter Fabric �;va <br /> 1 ° x 2' Concrete � <br /> A:0011;79 Ring. See a '-0.25 eel hO/t Concede <br /> See Oe to%/ Sheet No. 3 of 3. <br /> °oe �o o�eee <br /> f— Undisturbed Earth. F <br /> A <br /> A <br /> a <br /> � ' l <br /> CD Fill Wiib 2Y t <br /> R Washed Ay5Fre9ate. <br /> ;v. °e o <br /> °roe .° <br /> L1Wi L EO E NO <br /> et <br /> � • .°,°°..000• a'o,Bu°a%::'0•� • 0.25AsPho/>` Concrctc - <br /> Precose reinforced conoreEe I 3 S/oiled to almPn. <br /> Pipes sAall conform MisAreas) <br /> c. <br /> 1} I�8' Oia. or Sq. monhole�I to ASTM C - f78. <br /> F <br /> MANHOLE <br /> field Entrance <br /> A NO SCALE <br /> C) <br /> p DAVIS ROAD ORA /NA450 MANHOLE <br /> s <br /> f <br /> A <br /> s <br /> c COUNTY OF SAN JOAQUIN NO SCALE PLAN AND DETAIL DAVIS ROAD DRAINAGE MANHOLE 2fhe t SD <br /> Drewe By Dot* Project Engineer Onto I CMDMd Data Submitted I Data OVgI Reammended We <br />