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50' A.C. 0.25' A.C. Overlay <br /> Trans. <br /> z <br /> 0 25 ■ N U Q <br /> N 0_ O N N <br /> N o o M n ol <br /> 22'± 0.08' Conform <br /> 0 6 6 ■ <br /> � N N <br /> 0.00' d c <br /> i o <br /> P <br /> E o <br /> a CL CONST. <br /> 0 <br /> U Extend Cross—Drain. Connect T <br /> �10double 30"0 X 10 L.F. o ¢ o <br /> -p R.C.P. (Cl. IV) to exist. a . <br /> - (See connection detail iO > <br /> o <br /> E.P. Q ---- ----- n — Sheet 10) o� E.P. <br /> e n a <br /> ° o o ,D <br /> } <br /> x'329 330 331 332 356 357 <br /> z w <br /> ° n y <br /> E.P. R&D exist. A.C. Dike E.P. ti T <br /> BEGINNING OF PROJECT o of <br /> > <br /> a No0 } <br /> o as <br /> " Install S.D.I. with <br /> 0.00' grate and connect <br /> ° o ■ to exist. C.M.P. and <br /> LEGEND UC.M.P. conc. <br /> ___� 18"0 0Q o R.C.P. (See Detail A left) <br /> ___� S.D.I. N Refer to S.P. D97A, D97E <br /> ® Variable Depth Asphalt Concrete Overlay. __� Conform ' 21 '± and S.J. Co. Imp. Stds. <br /> Asphalt Concrete Widening (See Sheet 7) Exist w o No. CW—D14 & CW—M7. <br /> 0 18"0 R.C.P.0Depth of Asphalt Concrete Pavement Planing. ESS <br /> o ,,�do <br /> ■ Limits of Asphalt Concrete Pavement Planing. � Provideconc. collarR Conform to Existing Radii. o. <br /> ail A [,p. }/7J/pp <br /> Existing monument frame and cover to be adjusted. Scale Note: <br /> tj A (Refer to S.J. Co. Imp. Std. No. CW—R36 9T C1 o_ <br /> and Sheet 11 for locations) Rim elevation of grate shall be 0.15' below FOF CAL1F0� <br /> surrounding ground elevation. <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN COPPEROPOLIS ROAD RESURFACING Sheet No. <br /> (Duncan Rood to Hewitt Road) 3 of 12 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE DATE SUBMITTED DATE APPROVAL- MMENDED DATE <br /> P. Sabinlano 8/ 00e '9. '��:Y #t)1ul 71/a/a� �0 �J//e/ <br />