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: <br />z <br />N 0 <br />=v <br />M <br />it <br />-a* P ---- 0.17' A.C. <br />Existing A.C. uike- <br />to remain in place <br />8a'fTrans. <br />E. P. <br />Existing A.C. Dike to—/ <br />remain in place. <br />■ <br />20' <br />0 <br />0 <br />0 <br />END OF PROJECT <br />Existing Surface See Note Below <br />= = — — Y— — L'; �\- I XX X& XX XK NX , I & NX <br />s <br />moo, <br />o <br />O <br />Yoo�� sx� <br />of �� <br />sod` 1� <br />-P <br />-----------S---------------------- <br />0.50' Asphalt Concrete <br />NOTA <br />Width, length and locations tr be <br />ietermined by the Engineer <br />It 2 1 a n 1:0 0 <br />COUNTY <br />OF SAIF JOAQUIN <br />No SCALE <br />Drown BY <br />Date I <br />PrpjectAEm"er <br />Date <br />Checked <br />Date Subnitted <br />Conform <br />Existing Width <br />12' Min. <br />0.30' Asphalt Concrete ( ger shaped <br />and compacted native material. <br />TYPE <br />® E.P. <br />- ;onform ® E.P. <br />� oa <br />I � <br />I I <br />I <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />*R Conform to <br />existing radii <br />PLAN AND <br />CONSTRUC TION DE TAIL 3 <br />Date <br />TYPE E <br />TYPICAL DRIVEWAY <br />No Scale <br />FINE ROAD Sheet No. <br />Flood Rd. (East) to S.R. 26 1 6 of 7 <br />