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Stabilized Construction Entrance/Exit FTc-11 <br />Crushed aggregate greater than 75 mm <br />(3 in) but smaller than 150 mm (6 in) <br />Filter fabric Original <br />grade <br />300 mm (12 in) Min, unless otherwise <br />specified by a soils engineer <br />SECTION B-B <br />N TS <br />Crushed aggregate greater than 75 mm Corrugated steel panels <br />(3 in) but smaller than 150 mm (6 in) <br />Filter fabric Original <br />grade <br />00 <br />300 mm (12 in) Min, unless otherwise <br />specified by a soils engineer <br />SECTION A-A <br />NO TO CAL <br />NOTE: <br />Construct sediment barrier <br />and channelize runoff to <br />sediment trapping device <br /> <br />r <br />0 <br />a <br />0 <br />o- <br />0 <br />w <br />Q <br />a_ <br />0 <br />Z <br />F <br />rn <br />X <br />w <br />Match <br />Existing <br />Grade <br />PLAN <br />N TS <br />Stabilized Construction Entrance/Exit (Type 2) <br />Caltrans Storm Water Quality Handbooks Section 6 <br />Construction Site Best Management Practices Manual Stabilized Construction Entrance/Exit TC-1 <br />March 1, 2003 4 of 4 <br />Sediment trapping <br />device <br />.,--4 <br />o? <br />Corrugated steel panels <br />A. r--B <br />3 m min or <br />o as required to <br />o a accomodate <br />anticipated <br />0 0 traffic, whichever <br />is greater. <br />'n A o B <br />7.3 m. min. <br />15 m Min <br />or four times the circumference <br />of the largest construction vehicle tire, <br />whichever is greater