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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 Countv Standard Drawinq No. <br />R-29. <br />Resurfacing for Bell Holes shall meet these <br />the shoulder or lane, only that area shall b <br />If cross—cutting is performed on Local Roac <br />Coat for that half of the roadway containinc <br />resurfacing. Section 2-5.03 (B-2). <br />Paved Shoulder <br />c� <br />requirements. If excavation occurs within <br />resufaced as shown, <br />s it intervals less then 150' a Seal <br />the trench can be used in lieu of <br />L) <br />U <br />D <br />� <br />U <br />W <br />U <br />(DU <br />U� <br />U <br />D <br />� <br />� <br />� <br />U <br />� <br />O <br />c <br />•- <br />-c <br />� <br />a <br />— <br />Q <br />�Lf[1��L7� ���j kl APProved by, ` <br />bROSS IOU TING OF <br />COUNTY ROADWAYS No. Revision Description D <br />COUNTY OF SAN JOAQ UIN. <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std4 Dwg. No. <br />U <br />D <br />� <br />U <br />U <br />(DU <br />�Lf[1��L7� ���j kl APProved by, ` <br />bROSS IOU TING OF <br />COUNTY ROADWAYS No. Revision Description D <br />COUNTY OF SAN JOAQ UIN. <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std4 Dwg. No. <br />