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5 FT. MIN.LENGTH POST <br />GEOTEXTILE FABRIC,36 IN.WIDE AT 6 FT, MAx, SPACING GEOTEXTILE FABRIC <br />PLASTIC ZIP TIES Q COARSE FILTER <br />FABRIC ANCHORAGE TRENCH. (50 LB. TENSILE) AGGREGATE <br />BACKFILL WITH TAMPED LOCATED IN TOP 8 1N. 6 IN. <br />NATURAL SOIL SEE OPTIONAL METHOD DETAIL <br />FLOW 6 IN. MIN. FLOW — <br />r <br />`) r <br />az <br />6 IN• MIN• zm GEOTEXTILE FABRIC <br />5 W <br />m <br />r � <br />l� W <br />N <br />SILT FENCE TYPE HI <br />(HAND INSTALLED) <br />FUTURE BRIDGE <br />ROADWAY SHOULDER <br />— — — — — - — — — — — — — —— <br />----------------------y <br />��- EMBANKMENT BRIDGE END SLOPE <br />FENCESILT TOE OFEMBANKMEN WRAPPED AROUND ?�jy9o�F <br />TOE OF SLOPE <br />SILT FENCE ONLY <br />REVISION: <br />2 2 <br />APPROVED. 2-28-/20A17 <br />C-lEF EM/IR&ok1l4 pr►ICER <br />12 IN. <br />MW. <br />OPTIONAL METHOD <br />ROADWAY SHOULDER <br />GEOTEXTILE FABRIC, 36 IN. WIDE <br />TIRE COMPACTION ZONE <br />FLOW <br />MACHINE SLICE <br />8 IN. - 12 IN. DEPTH <br />r-----=FUT RE BRIDGE <br />— — — — — — — — — — — — — — - 4 <br />5 FT, MIN. LENGTH POST <br />AT 6 FT, MAX, SPACING <br />PLASTIC ZIP TIES <br />(50 LB. TENSILE) <br />LOCATED IN TOP 8 1N. <br />FLOW <br />SILT FENCE TYPE MS Q2 <br />(MACHINE SLICED) <br />----------------------1 <br />EMBANKMENT BRIDGE END SLOPE SAND BAG BARRIER 3 FT, <br />SILT FENCE TO MEET l'qR HIGH ADJACENT TO WATER <br />COUR.SAND BAG BARRIER !,2 Typ<E FROMSTOEXOFNENDOSLOPEACK <br />TOE OF SLOPE <br />SILT FENCE WITH SAND BAGS Q9 <br />INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER <br />SILT FENCE I ti DISTRURBED SOIL, o o o <br />o WORK AREA DRAINS ° <br />0 STREAM o ° o <br />0 0 o o 0 0 <br />i <br />CONSTRUCTION oo /o 9`'0 o SILT FENCEo 0 0 ° <br />LIMITS o 0 <br />o <br />! o 0 <br />I 25' MIN. WITH o 0 0 o <br />10-20% SLOPE RADE o <br />o o 0 <br />0 <br />MINIMUM POSSIBLE I o 0 <br />9/O 0 <br />TURNING RADIUS = 10' o o ° o (MAY BE LARGER WITH /�o 0 <br />LARGER EOUIPMENT) <br />I o 9�0 <br />STREAM BANK OR TOE OF SLOPE <br />CONSTRUCTION <br />LIMITS <br />STREAM BANK OR TOE OF SLOPE <br />GEOTEXTILE FABRIC, 36 IN. WIDE <br />STAPLES (TYP,) <br />FABRIC ANCHORAGE TRENCH, <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />FLO 6 IN MIN-------------- <br />Q <br />5 FT, MIN. LENGTH POST <br />AT 6 FT. MAX. SPACING <br />FLOW <br />r <br />or <br />az <br />W <br />Z� <br />a <br />f 6 IN. MIN. Z m <br />La <br />W co <br />SILT FENCE TYPE PA <br />(PREASSEMBLED) <br />r------- FUTURE BRIDGE <br />� ROADWAY SHOULDER <br />--------------- <br />-----------------------1 <br />EMBANKMENT OR WORK ROAD END SLOPE <br />�..� EMBANKMENT—,-*, TEMPORARY SHEETING ADJACENT <br />MEET SHEETING SILT FENCE TO1,?RTyA<F BACK FROMTO WATER COTOE SOF END SLOPE.E. <br />BACK 10 FT. <br />TOE OF SLOPE <br />SILT FENCE WITH SHEETING <br />SILT FENCE NEAR TOE OF CL ROADWAY <br />SLOPE AND OUTSIDE OF <br />CONSTRUCTION LIMITS VpRiW-E <br />16 f— !— <br />LOCATION AT TOE OF ROADWAY EMBANKMENT <br />NOTES: <br />SEE SPECS. 2573.3149 & 3886. <br />Q COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. <br />Q2 TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA. I ACRE. <br />Q3 �TyO PROTECT AREAS <br />yyFROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA. 0.25 ACRE. <br />O CONTRIBUTING SLOP AREA.1.12 ACR�DING. <br />Q5 tATER COURSE FLOft JELOCITY• 1 TO 7 FT,/SEC. <br />ONTRIBUTING SLO REA. I. ACRE. <br />© tATER COURSE FLOA JELOCITY•8 TO 15 FT,/SEC. <br />ONTRIBUTING SLOPNEL REA.3 ACRES. <br />PLAN VIEW PERSPECTIVE VIEW REVISED, <br />J-HOOK INSTALLATION mll <br />M INN @ S O TA APPROVED, <br />DEPARTME"T 2 - 2 8 - 2 017 <br />TRA"SPORTATION STATE DESIGN ENGINEER <br />TEMPORARY SEDIMENT CONTROL <br />STANDARD PLAN 5-297.405 (SHEET 6 OF 7) <br />SHEET NO. 17 OF 25 <br />