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9" OVERLAP (MIN.) <br /> 24" x 2" x 4" WOOD WEDGE STAKE <br /> \x 12% 12" (MIN.) KEY TRENCH <br /> \ UNLESS SHOWN DIFFERENTLY <br /> ON OTHER DETAILS. <br /> 24" x 2" x 4" WOOD WEDGE STAKE <br /> TOP&TERMINAL SIDE TRENCHES <br /> �. SECTION:NTS <br /> \x \ NOTE: FOLD SEAMS SO THAT UPSLOPE PIECE FOLDS OVER DOWNSLOPE <br /> \� PIECE & UPSTREAM PIECE FOLDS OVER DOWNSTREAM PIECE <br /> \ 24" x 2" x 4" WOOD WEDGE STAKE <br /> x SEAM OVERLAP <br /> \ SECTION:NTS FABRIC <br /> (NEDIA KOIR MAT 400 OR EQUIVALENT) <br /> FABRIC OR BLANKET (TYP.) ✓✓✓ <br /> COMPACTED FILL (TYP.) <br /> M <br /> 24" x 2" x 4" WOOD WEDGE STAKE N <br /> 24" x 2" x 4" DIAGONAL—CUT O <br /> TOE TRENCHES WOOD WEDGE STAKE (PRECUT) N <br /> O <br /> SECTION:NTS <br /> N <br /> L <br /> TYPICAL TRENCH DETAIL STAKE DETAIL FOR EDGES E <br /> CROSS—SECTION: NTS CROSS—SECTION: NTS <br /> 0 <br /> Z <br /> FABRIC PLACEMENT AREAS: ' <br /> RIVER LEFT TIE—IN SLOPE FROM APPROX. STA. 1 1+50 TO STA. 1 5+50 Z <br /> 0 <br /> U) <br /> W <br /> 0 <br /> 2 x x 4" WOOD WEDGE STAKE 3 J <br /> O " 6" OVERLAP (MIN.) <br /> OR ALLL EDGES, SEAMS, AND -}— {� �y- Q <br /> s TRENCHES z <br /> o ILL <br /> 0 0 0 0 0 0 _ 0 _0_ 10 <br /> 0 0 0 0 0 o <br /> 36" <br /> 0 0 0 0 0 0 0 0 0 <br /> �12" ECO STAKES FOR ALL INTERNAL STAKES 36IH <br /> o <br /> a o 0 0 0 0 0 0 0 0 0 0 " OVERLAP (MIN.) <br /> x NOTES: �RND0 LIEF <br /> � 1.WHERE FEASIBLE,FABRIC WILL BE ROLLED OUT AND INSTALLED PARALLEL WITH THE STREAM. <br /> 2.UPSTREAM PIECES WILL WILL <br /> DOWNSTREAM PIECES AND UPSLOPE PIECES WILL OVERLAP <br /> \pN•R DOWNSLOPE PIECES. yk <br /> 0� ••• S <br /> 3.FOLD OVERLAPPING SEAMS AT LEAST TWICE AND THEN STAKE. O•••. <br /> _ 4.AFTER INITIAL STAKING,STAKE FABRIC AS NECESSARY SO THAT IT IS COMPLETELY FLUSH WITH THE GROUND SURFACE. O <br /> 5.SEED,RAKE& INSTALL MULCH AT SPECIFIED RATE PRIOR TO LAYING FABRIC. _ �-4 <br /> 6.SEED,RAKE&MULCH ALL KEY TRENCHES PRIOR TO CLOSING FABRIC. 'u 4388 —Z: <br /> 7.ALL DISTURBED SLOPES 3:1 OR STEEPER SHALL HAVE EROSION CONTROL FABRIC NEDIA KOIRMAT 400 OR APPROVED <br /> EQUIVALENT. <br /> 8.SEE THE EROSION CONTROL PLAN FOR THE LOCATION OF EROSION CONTROL BLANKET. O.• ••: `�, <br /> o S�ONAI.E�G<l <br /> Print Date: Nov 29, 2023 Sheet Revisions POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code <br /> File Name: FabricDetail.dwg Date: Comments Init. Otak No Revisions: FABRIC DETAIL 20119E <br /> O Ciq�of� V <br /> Greeldo°`a <br /> � Revised: Designer: CR Structure <br /> a � Detailer: KM Numbers <br /> Void: Sheet Subset: Subset Sheets: Sheet Number D2 <br /> a <br />