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~Q-5,03 <br />Areas: <br />The entil'e shoulder of the road is to be <br />resurfaced.The existing surfacing adjacent to the <br />trenched area shall be planed to accommodate <br />the overlay in a manner that does not cause <br />drainage concerns.The nearest pavement cut <br />shall be a minimum of three (3)feet from the edge <br />of pave men I,or the remaining pavelllent shall <br />also be removed and replaced.(See County <br />Standard DraWing No.R-37), <br />2,Longitudinal Trenches within Traveled Lanes: <br />The entire traveled lane where the trench is located is to be <br />resurfaced with a one (1)inch asphalt concrete overlay The <br />existing surfacing adjacent to the trenched area shall be plalled <br />to accommodate the overlay in a manner that does not cause <br />drainage concerns,The overlay shall be in accordallce with State <br />Standard Specifications,Section 39,Aggregate gradation shall be <br />consistent with the existing surfacing material,(See County <br />Standard Drawing No,R-37). <br />3,Cross-Cutting: <br />Cross-cutting is allowed at a minimum interval of 150 feet At each <br />cross-cut location a minimum of ten (10)feet on each side of <br />trench shall be planed and resurfaced withone (i)inch asphalt <br />con crete,If cross cuts are with in the 150 feet minimum interval,the. <br />entire section between the first and last cross cut shall be planed <br />and resurfaced with one el)inch asphalt concrete,(See County <br />Standard Drawing No,R-36), <br />4,The conditions described in paragraphs 1,2 and 3 above will not <br />apply if resurfacing is scheduled within two years, <br />Local Roads \_:.J <br />A.Surfacing Age Under Three (3)years:No pavement cuts allowed, <br />Exceptions may be approved in accordance with Section 2-5.04 <br />EXCEPTIONS.' <br />~\'8 _Surfacingj1,gBJhre,d3)jQ Fiv~(5)..Y~Cl.C".j <br />1,Longitudinal cuts are permitted,A seal coat is required for that half of <br />the roadway containing the trench,(See County StandardDrawing <br />No,R-37), <br />42