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NOTES: <br />1 <br />2. <br />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 />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 2-5.03 (B-2). <br />Paved Shoulder - <br />O <br />U <br />� <br />� <br />O <br />a <br />o <br />t <br />� <br />+, <br />N <br />� <br />U� <br />U <br />O <br />� <br />N <br />O <br />� <br />cU <br />� <br />O <br />4, <br />p�� <br />o <br />3 <br />U <br />- <br />Q <br />O <br />U <br />� <br />O <br />� <br />t <br />� <br />U <br />N <br />� <br />TRENCH CUTTING POLICY <br />CROSS CUTTING <br />COUNTY ROADWAYS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Approved by; <br />No. <br />Date; DEC 2014 <br />Revision Description Date <br />Std. Dwg. No <br />