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GEOTEXTILE <br />EROSION CONTROL <br />(CLASS 2) <br />SECTION B-B <br />NOTES: <br />1. AGGREGATE FOR THE CONSTRUCTION ENTRANCE SHALL CONFORM <br />TO SUBSECTION 208.02 00. <br />2. THE CONTRACTOR SHALL PROTECT CURB AND GUTTER THAT <br />CROSSES THE ENTRANCE FROM DAMAGE. PROTECTION OF THE <br />CURB AND GUTTER WILL NOT BE PAID FOR SEPARATELY, BUT <br />SHALL BE INCLUDED IN THE WORK. <br />VEHICLE TRACKING PAD <br />COOT M-20B -1 , SHT. 1 <br />VEHICLE TRACKING CONTROL <br />P ZOip <br />POINT A <br />PLAN VIEW <br />ApP p JQ S <br />T p AICSTA O TF/ Y E 90° <br />(TYP) <br />POINT A <br />USE TWO WOOD STAKES AT ALL <br />EROSION LOG ENDS OR JOINTS <br />EROSION LOG <br />SECTION A -A <br />USE A STAKE EVERY 24" <br />AND CONTINUE ALTERNATE <br />ORIENTATION THROUGHOUT <br />THE LENGTH OF THE EROSION LOG <br />POINT B <br />WETLANDS OR FEATURES <br />REQUIRING PROTECTION <br />o e <br />1/ <br />0 <br />v V /// <br />fi � . <br />0 <br />TYPICAL STAKE INSTALLATION <br />• <br />PLAN VIEW <br />, , ',' 'I` — POINT B ":10 <br />\\ <br />/ <br />ELEVATION <br />1. EROSION LOGS SHALL BE EMBEDDED 2 INCHES INTO THE SOIL. <br />2. STAKES SHALL BE EMBEDDED TO A MINIMUM DEPTH OF 12 INCHES. <br />3. EROSION LOGS SHALL BE TIGHTLY ABUTTED WITH NO GAPS. <br />• 0 e <br />0 <br />POINTS A SHALL BE HIGHER THAN POINT B. <br />EROSION LOG DITCH INSTALLATION <br />NOTES <br />POINT A <br />EROSION LOG <br />CDOT M-208-1, SHT. 2 <br />EROSION LOG APPLICATIONS <br />POINT A <br />O O.2O. O..'O�:C 7 7 s <br />ISOMETRIC V EW <br />5' T010 <br />SECTION J\--A <br />STAKES <br />APPROXIMATELY 90° <br />TO EACH OTHER <br />(TYP.) <br />NOTES: <br />1. EROSION LOGS USED AT TOE OF SLOPE5HALL BE PLACED 5 TO 10 FEET <br />BEYOND TOE OF SLOPE TO PROVIDE STORAGE CAPACITY. <br />2. EROSION LOGS SHALL BE PLACED ON TFE CONTOUR, WITH ENDS FLARED <br />UP SLOPE. <br />EROSION LOG TOE OF SLOPE PROTECTION <br />CDOT M SHT. 3 <br />EROSION LOG APPLICATIONS <br />U <br />m <br />C4.90 <br />)- <br />N- <br />Z <br />D 0 <br />00 <br />U4 <br />a U <br />0. <br />J <br />EXISTING <br />GROUND <br />EXISTING <br />GROUND <br />PLAN VIEW <br />70' MIN. <br />6" <br />MIN. <br />GEOTEXTILE <br />EROSION CONTROL <br />(CLASS 2) <br />ELEVATION SECTION <br />12' MIN. <br />61' <br />MIN. <br />EXISTING <br />PAVEMENT <br />* SHALL EXTEND FULL WIDTH <br />OF INGRESS AND EGRESS <br />OPERATION. <br />§:'1 <br />EXISTING <br />PAVEMENT <br />(DEPTH VARIES) <br />EXISTING <br />GROUND <br />CBC ASSOCIATES <br />00 <br />N <br />J <br />H <br />lJ <br />J <br />0 <br />Z <br />0 <br />U <br />z <br />0 <br />N <br />0 <br />W <br />PROJECT P:11.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />