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Florida Erosion and Sediment Control Inspector's Manual <br /> r <br /> PIVER51ON RIDGE REQUIRED <br /> NWERE GRADE EXCEEDS 2% <br /> 2 % OR GREAT <br /> EXISTING PAVED <br /> ROADWAY <br /> FILTER FABRIC <br /> r <br /> SECTION A - A <br /> . . NOTE: .. . _ <br /> SPILLWAY USE SKN//DBA65, STRAW BALES <br /> SEDIMENT BARRIER OR OTHER APPROVED METHODS � <br /> (STRAW ' BALE TYPE 5HO"J) \ TO 14ANNELIZE RUNOFF TO BASIN <br /> AS/REQUIRED. <br /> SUPPLY WATER TO WASH <br /> WHEELS IF NECE55ARY. <br /> T I � <br /> I O {O <br /> > ti FLOW � [7FL�pO W <br /> Q <br /> C <br /> CC A ° °o I A 2'3' COURSE° Z <br /> AG6RE6ATE �•9 I <br /> LU MIN. W THICK <br /> ~ DIVERSION RIDGE r <br /> y <br /> ?C <br /> W <br /> 50' MIN. <br /> PLAN <br /> NorEs: <br /> I . THE ENTRANCE SHALL BE MAINTAINED IN A 2. WHEN NECESSARY, riHEEL5 SHALL BE CLEANED <br /> CONDITION THAT WILL PREVENT TRACKING OR PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. <br /> FLOWING OF SEDIMENT ONTO PUBLIC R16HT5- S. MEN WASHING 15 REWIRED, IT SHALL BE DONE <br /> OF-WAY. THIS MAY REQUIRE TOP DRE551N6, ON AN AREA STABILIZED WITH CRUSHED STONE <br /> R <br /> REPAIR AND/OCLEANOUT OF ANY MEPSURES THAT DRAINS INTO AN APPROVED SEDIMENT TRAP <br /> USED TO TRAP SEDIMENT. OR SEDIMENT BASIN. i <br /> Plate 4.03a Temporary Gravel Construction Entrance <br /> Source: Erosion Draw <br /> r <br /> 4-8 <br />