A concrete curb and gutter assembly features a back-of-curb to flowline dimension of eighteen inches, with a six-inch curb width and twelve-inch gutter pan width. The gutter lip transitions with a one-half-inch radius, and internal fillets incorporate one-half-inch and one-inch radii. Number four slip dowels at twelve inches long are paired with one-quarter-inch expansion joint material spaced at twenty feet on center. Subgrade preparation complies with the project geotechnical report, and expansion joint materials conform to ASTM Designation D 1751.
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