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Width <br />12.04.080 Table 4- <br />Private Road <br />22 -ft <br />The use of driveway <br />4A <br />width of 22 -ft <br />criteria is deemed <br />unacceptable due <br />to number of lots <br />served by the <br />bridge. <br />Freeboard <br />12.01.110 (C) and <br />1-3 ft <br />1 ft <br />KCC references <br />(D) <br />WSDOT Design <br />Manual and <br />WSDOT Bridge <br />Manual. For <br />Freeboard the <br />Bridge Manual <br />references WSDOT <br />Design Manual, <br />which in turn <br />references the <br />Hydraulics Manual. <br />KCC specifically <br />identifies only the <br />Bridge and Design <br />manuals <br />Loading <br />12.07.010 (C) <br />HL -93 <br />HL -93 <br />HL -93 is identified <br />12.04.090 (B) <br />75,000 pounds <br />and then continues <br />20.02.050 <br />75,000 pounds <br />with "or as required <br />by KCC 20.02.050" <br />Post Loading <br />12.07.010 (C) <br />Load rating <br />Load rating <br />Also references KCC <br />posting required <br />posting <br />20.02.050 <br />required <br />Bridge Permit <br />20.02.050 <br />Permit Required <br />New Permit <br />Any new bridge and <br />Required <br />Required <br />repairs of existing <br />bridge requires a <br />permit <br />12.01.110(C) includes WSDOT Design Manual; 12.01.110(D) includes WSDOT Bridge Design Manual, <br />current edition as amended; as the design standard except where KCC provide otherwise. Below are <br />excerpts from the Bridge Design Manual, Design Manual and Hydraulics Manual. <br />