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POINT C POINT C <br /> POINT A POINT A <br /> POINT B <br /> 24" MIN. <br /> POINTS "A" SHALL BE HIGHER THAN <br /> POINT "B" AND BELOW POINTS "C". <br /> TYPICAL SECTION VIEW <br /> FL OR DITCH <br /> L= VARIES <br /> L <br /> MAXIMUM SLOPE <br /> GEOTEXTILE /N FLOW <br /> EROSION <br /> 2)CONTROL(CLASS <br /> SECTION VIEW ALONG DITCH FLOWLINE <br /> RIPRAP <br /> 6" MIN.COVER FLOW <br /> OVER GEOTEXTILE ?FOR FlgTlfR 24" CREST HEIGHT <br /> DITCH <br /> 6" MIN. <br /> �SUBEXCAVATE GEOTEXTILE 1 <br /> BELOW FLOWLINE EROSION CONTROL <br /> (CLASS 2) <br /> 8. <br /> SECTION DETAIL <br /> NOTES: <br /> 1. RIPRAP SIZE D50- 6" OR AS SHOWN ON THE PLANS. <br /> 2. THE ENDS OF RIPRAP CHECK DAM SHALL BE A MINIMUM <br /> OF 6 IN.HIGHER THAN CENTER OF CHECK DAM. <br /> ROCK CHECK DAM <br /> LEADVILLE MILL <br /> CMP DETAILS <br /> ROCK ACH ECK <br /> FIGURE 3 <br /> PREPARED BV: DJM <br /> REVIEWED BY: DJM <br /> REVISION DATE: FIGURE B M R <br />