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r <br /> NOTES: EXHIBIT <br /> 9. If the distance between cross—cuts are less then 150' the entire area <br /> between cross—cuts shall be planed and resurfaced with one (9) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to County Standard <br /> Crating No. R-29. <br /> 3. Resurfacing for Sell Holes shall meet these requirements. If excavation occurs <br /> within the shoulder or lane, only that area shall be resurfaced as shown. <br /> 4. If cross—cutting is performed on Local Roads at intervals less then 950' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Section 3990.3 (8-2). <br /> ' r <br /> Q 1 <br /> � N ' <br /> U� U <br /> • Q � <br /> 14- O O <br /> I- <br /> CO O <br /> Paved Shoulder— x 0< <br /> 6 4- <br /> O <br /> N L <br /> w I I a Q v <br /> O <br /> rL i <br /> 1 _ <br /> _}}}O <br /> CD <br /> z I I <br /> 1 W <br /> O <br /> 4 <br /> `i•-U <br /> i o <br /> rn <br /> � O <br /> L <br /> I ._1 U <br /> CROSS CUTTING OF <br /> COUNTY ROADWAYS <br /> Da=dDHon <br /> COUNTY OF SAN TOAQ U.ZN <br /> DEPARTMENT OF PUBLIC WORKS <br /> '�i-'r€�` FYI�' for -fou _ <br /> Drawn by-VRr -, I GhaaF,ed lopeDates: 3/24/92 . <br />