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FIBER ROLL NOTES: <br />1) FIBER ROLL INSTALLATION AT BENCH SHALL BE <br />A MINIMUM OF 12" ABOVE BENCH FLOWLINE. <br />2) A 3" DEEP TRENCH, THE WIDTH OF THE ROLL, <br />DUG PER PLAN LOCATION SHALL "NEST" THE i LOCATE SLOPE ROLL <br />STRAW ROLL SO AS NOT TO ALLOW RUNOFF TO 3/4" x 3/4" x 24" MIN ON CONTOUR PER PLN <br />FLOW UNDER OR AROUND ROLL. LENGTH WOOD STAKES 8" TO 10"�i <br />AT MAX 4' SPACING SLOPE ROLL BENCH <br />3) FIBER ROLLS SHALL BE PLACED ON SLOPES <br />AT CONTOUR LEVEL PER PLAN. �- <br />- <br />4) INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. <br />5) INSTALL FIBER ROLL UP GRADIENT AND NEAR <br />TRANSITION OF SLOPES.\ �� HYDROSEED -' - <br />6) INSTALL NUMEROUS ROLLS IN A ROW BY <br />OVERLAPPING, NOT ABUTTING. <br />7) TURN ENDS OF ROLLS UP SLOPE TO PREVENT <br />RUNOFF FROM GOING AROUND THE ROLL �� ��\�\\ iv <br />\iii\\��i i\�� � _ --• <br />8) SEDIMENT IS TO BE REMOVED WHEN \ \\�//\/� \/�� ' ZACCUMU-- <br />HALF <br />BETW EN�TOPN F ROLL ANDREACHESEAD ACENTEGR UNDCE <br />SURFACE. N - <br />1 INSTALL SILT FENCE 34 * - 2 OR 1.5 PER PLAN <br />FIBER ROLL 1 SILT FENCE AND FIBER ROLL SPACING 2 <br />NTS D -4A NTS D-4 <br />SILT FENCE <br />� B B <br />2" x 2" STEEL� TOE OF SLOPE SETBACK VARIES <br />STAKE o (SEE NOTE 4) <br />(SEE NOTE 3) ai STEEL STAKE <br />FABRIC SILT FENCE INSTALLATION DETAILS (STEEL STAKES) ' (SEE NOTES 3 & 5) <br />(SEE NOTE 8) NTS a <br />co <br />JOINING SECTION DETAIL ITOP VIEW) <br />. SILT FENCE NOTES' <br />FABRIC SECTION 8 HOGTIE FABRIC t 1) CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE ELEVATION ALONG THE REACH DOES NOT EXCEED 1/3 THE <br />(SEE NOTES 6,7 & 12) <br />STAKE B I I <br />WIRE SLOPE a HEIGHT OF THE LINEAR BARRIER, IN NO CASE SHALL THE REACH LENGTH EXCEED 500 . <br />TAMPED 2) THE LAST 8'-0" OF FENCE SHALL BE TURNED UP SLOPE. <br />STAKE A BACKFILL 3) STAKE DIMENSIONS ARE NOMINAL. <br />STAKE 4) DIMENSIONS MAY VARY TO FIT FIELD CONDITION. <br />FABRIC END STAKE TOE OF SLOPE io 5) STAKES SHALL BE SPACED AT 8'-0" MAXIMUM AND SHALL BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. <br />FABRIC SECTION A (SEE NOTE 2) LE <br />(SEE NOTES 6, 7 & 12) a 6) STAKES TO OVERLAP AND FENCE FABRIC TO FOLD AROUND EACH STANCE ONE FULL TURN. SECURE FABRIC TO STAKE WITH 4 HOGTIES. <br />JOHNG SECTION DETAIL (TOP VIEW) HOOTIE DETAIL 00 <br />STAKE 7) STAKES SHALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIAL FLOW—THROUGH OF SEDIMENT AT JOINT. THE TOPS OF THE STAKES <br />STAKE SHALL BE SECURED WITH WIRE. <br />FABRIC SANDBAGS <br />6" 8) FOR END STAKE, FENCE FABRIC 'SHALL BE FOLDED AROUND TWO STAKES ON FULL TURN AND SECURED WITH 4 HOGTIES. <br />o' <br />LLJSILT FENCE SECTION A -A 9) MINIMUM 4 HOGTIES PER STAKE. DIMENSIONS SHOWN ARE TYPICAL. <br />610) CROSS BARRIERS SHALL BE A MINIMUM OF 6w AND A MAXIMUM OF 18-. <br />tiz ' <br />w 11) MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER TO ENSURE SEDIMENT REMAINS BEHIND SILT FENCE. <br />END STAKE ai <br />TOE OF SLOPE ^� 12) JOINING SECTIONS SHALL NOT BE PLACED AT SUMP LOCATIONS. <br />13) SANDBAG ROWS AND LAYERS SHALL BE OFFSET TO ELIMINATE GAPS. <br />END STAKE SANDBAGS (2 -LAYERS SECTION B -B <br />IL HIGH) <br />0 <br />c (SEE NOTE 11) END DETAIL <br />OPTIONAL MAINTENANCE OPENING DETAIL SILT FENCE INSTALLATION Ll) <br />NTS D-4 <br />FESS/0' FORWARD LANDFILL <br />�e��� A• ���c EROSION CONTROL DETAILS <br />BRYAN A. STI AT &ASSOCIATES <br />A STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br />CONSULTING CIVIL & ENVIRONMENTAL ENGINEERS it No. 22631 `" <br />1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 DESIGNED BY R.M.G. SCALE AS SHOWN <br />DIAMOND BAR, CALIFORNIA 91765 s DRAWN BY M.T.B./C.A.L DATE 06-05 FILE NO.: 29673D6 <br />(909) 860-7777 �y VI �� <br />CHECKED BY : R.M.G. DATE 06-05 <br />NO. REVISION DESCRIPTION BY: APPROVED BY B.A.S. DATE 06-05 SHEET D-4 OF 26 <br />