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D <br />D <br />v <br />rn <br />rn <br />rn <br />z <br />D <br />rn <br />0.30' Asphalt Concrete over <br />shaped and compacted native <br />Conform @ E.P. <br />LConform <br />Existing Width <br />12' Min. <br />�� <br />* <br />WATTERS RD <br />8' <br />@ Sta <br />8+20 <br />(Lt.) & Sta. <br />9' <br />@ Sta. <br />3+65 <br />(Rt.) <br />10' <br />@ Sta <br />11 +84 <br />(Lt.) <br />PRIEST RD <br />6' <br />@ Sta. <br />18+30 <br />(Rt.) <br />8' <br />@ Sta <br />17+60 <br />(Lt.) & Sta <br />4' Min. <br />See Note Below <br />EP <br />13+85 (Lt.) <br />18+05 (Lt.) <br />Existing <br />Surface <br />vancrete <br />Note: Width (4' minimum). <br />Approximate dimensions used for estimating <br />—Gi 3 purposes are available upon request. <br />o 1 Dimensions and locations are subject <br />Q y to change at Engineer's discretion. <br />X <br />c� PAVEMENT REPAIR DETAIL <br />m <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CV L�21 Cum x 4 <br />Variable depth Asphalt Concrete <br />over existing paved driveway <br />Conform @ E.P. <br />EP <br />R -_-- R <br />Conform <br />R = Conform to <br />existing radii <br />TYPE E <br />• 15' @ Sta. 21+82 (Rt.), Mathews Rd. <br />20' @ Sta. 23+00 (Rt.), Priest Rd. <br />TYPICAL DRIVEWAYS <br />9- <br />Co Inst. <br />A -2 <br />�0FJ11UIL Concrete <br />TYPE F <br />Watters Road : Sta. 1+67 (Rt.) <br />. • w <br />asty, N I -ilk <br />IV <br />No Changes By <br />Date0 Jura <br />Any Person Using This brawing Should Verity <br />All information By inspecting The Site Of Work <br />NO SCALE CONSTRUCTION DETAILS MATHEWS, WATTERS AND PRIEST ROADS RESURFACING sheet Ivo. <br />(Mathews Rd: Wolfe Rd to Howard Rd; Watters Rd: McKinley Rd to East End; Priest Rd: Watters Rd to French Camp Rd) 11 of 12 <br />DATE APPROVAL RECOMMENDED DATE <br />