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Street Pavement Shoulder Swale 1?- 2'-0" <br />5'-0" Min. 6:1 Slope, 6% max. <br />r-t Finish Grade 0 Driveways <br />Condition at <br />*3" Thk. Asphaltic Concrete Fill Section <br />State Mix N Utility Poles shall <br />*4" Thk. Crushed Aggregate not coincide with 2" Thk. Asphaltic Concrete <br />Base Course the invert location State Mix N <br />4" Thk. Crushed Aggregate <br />*6" Thk. Crushed the <br />Base Course <br />Subbase <br />HALF SECTION OF STREET WITH SHOULDER <br />;- Street <br />/—(L Finish Grade <br />*3" Thk. Asphaltic Conc <br />State Mix IV <br />*4" Thk. Crushed Aggre <br />Base Course <br />*6" Thk. Crushed Aggre <br />Subbase <br />4" Thk. Class "A" Concrete <br />4" Thk. Crushed Aggregate <br />Base Course <br />HALF SECTION OF STREET WITH SIDEWALK <br />FOR SUBDIVISIONS ZONED RS-10 AND HIGHER DENSITY <br />*Pavement section for roads with Average Daily <br />Traffic >2000 shall be designed by a licensed <br />Geotechnical Engineer for a 20 year design life <br />using HDOT approved methods. <br />ROAD PAVEMENTS AND SHOULDERS <br />COUNTY OF HAWAII I ROAD PAVEMENTS AND SHOULDERS STANDARD <br />SCALE: NOT TO SCALE SEPTEMBER 2017 DETAILS <br />Condition at <br />Cut Section <br />R-191 <br />