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COOT M -208 -1 , SHT. 5 <br />SOIL RETENTION BLANKETS <br />3' <br />11.611 <br />11.611 <br />x <br />x <br />TYPICAL STAPLE PATTERN <br />FOR SLOPE APPLICATION <br />SEE SUBSECTION 216.04. <br />APPLY SEED AND ANY REQUIRED SOIL <br />CONDITIONERS PRIOR TO COVERING <br />COMPACTED SOIL WITH BLANKET <br />COMPACTED SOIL <br />6' <br />STAPLE <br />12" O.C. <br />ANCHOR TRENCH <br />SECT <br />STAPLE <br />12" O.C. <br />TO BE USED AT THE UPSLOPE AND DOWNSLOPE <br />ENDS OF BLANKET ACROSS THE ENTIRE WIDTH <br />OF SLOPE UNLESS SLOPE RUNS INTO RECEIVING <br />WATER.(SEE DOWNSLOPE END STAPLE CHECK). <br />SOIL RETENTION BLANKETS /TURF REINFORCEMENT MATS (TRM) <br />SLOPE APPLICATION <br />IN ACCORDANCE WITH SECTION 216. <br />DOWNSLOPE END STAPLE CHECK <br />TO BE USED WHEN SLOPE RUNS INTO A RECEIVING WATER <br />AND CANNOT BE EXTENDED 3 FEET BEYOND SLOPE. <br />4 W <br />4 W W 4. W <br />W W W W 4 W W <br />W W 4 4 .L i W W 4. <br />W W W W W 4 4 W <br />W W W 4 W W W W <br />W W W W W <br />W W W W 4 W 4 4 * <br />W W W J 4 J. W W <br />W W W W W W W W W <br />W W W W W W W W <br />W W W W W W W 4 <br />W W W W W W W W <br />4 W * W W <br />W W W <br />W <br />W Jr <br />W <br />i W <br />W i W <br />W W <br />W W <br />W <br />W W W <br />W i <br />W <br />W W W <br />W <br />CONSECUTIVE ROLL OVERLAP <br />SECT <br />TO BE USED WHEREVER ONE ROLL OF BLANKET ENDS <br />AND ANOTHER BEGINS WITH THE UPHILL BLANKET <br />PLACED ON TOP OF THE BLANKET ON THE DOWNHILL SIDE. <br />STAPLE CHECK <br />SECTION nC� <br />TO BE USED ON SLOPE EVERY 35 FEET. <br />CLC ASSOCIATES <br />P 303 770 3600 <br />z <br />0 <br />I- <br />4 <br />O <br />Z a <br />J 0 ▪ Z <br />a <br />� <br />z E3 oo <br />❑ • U <br />U <br />Z <0 <br />J <br />F • Z 0. <br />N Q <br />Z 2 <br />Q <br />Ll <br />0 <br />J <br />PROJECT 4:11 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJ,/ <br />C4.9 1 <br />N <br />J _ <br />Q <br />I— <br />W <br />0 <br />J <br />0 <br />I— <br />Z <br />0 <br />0 <br />Z <br />0 <br />N <br />0 <br />li <br />W <br />