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NOTES: <br />1. If the distance between cross—cuts are less then 150' the entire area between <br />corss—cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete. <br />2. The resurfacing requirements shall be in addition to County Standard Drawing No. <br />R-29. <br />3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs within <br />the shoulder or lane, only that area shall be resufaced as shown. <br />4. If cross—cutting is performed on Local Roads at intervals less then 150' a Seal <br />Coat for that half of the roadway containing the trench can be used in lieu of <br />resurfacing. Section 2-5.03B-2. <br />Paved Shoulder <br />Working for YOU <br />Q) <br />II 41 <br />� N <br />U� U <br />II � <br />� O O <br />73 �U <br />O O <br />II)L II <br />C: ' -C <br />3 n - <br />O <br />Q <br />N <br />U� <br />II O <br />73 <br />U) U <br />N � <br />U) <br />V) <br />O <br />L <br />U <br />TRENCH CUTTING POLICY <br />CROSS CUTTING OF <br />COUNTY ROADWAYS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Nod Revision Description I Date <br />Date: DEC 2014 Std. Dwg. No. R-36 <br />MOW <br />N <br />U� <br />II O <br />73 <br />U) U <br />N � <br />U) <br />V) <br />O <br />L <br />U <br />TRENCH CUTTING POLICY <br />CROSS CUTTING OF <br />COUNTY ROADWAYS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Nod Revision Description I Date <br />Date: DEC 2014 Std. Dwg. No. R-36 <br />