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GEOTEXTILE FABRIC, 36 IN. WIDE <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />FLOW 6 IN. MIN.- <br />ROADWAY SHOULDER <br />EMBANKMENT <br />SILT FENCE WRAPPED AROUND <br />TOE OF EMBANKMENT <br />TOE OF SLOPE <br />REVIS <br />APPROVED: <br />SILT FENCE ONLY Q4 <br />— 5 FT. MIN. LENGTH POST <br />AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC <br />i PLASTIC ZIP TIES QCOARSE FILTER <br />(50 LB. TENSILE) AGGREGATE <br />LOCATED IN TOP 8 IN. 6 IN. <br />SEE OPTIONAL METHOD DETAIL MIN. <br />FLOW <br />_y <br />r <br />aW <br />IN. MIN. w p GEOTEXTILE FABRIC <br />5m <br />4 W <br />SILT FENCE TYPE HI O <br />(HAND INSTALLED) <br />5 FT. MIN. LENGTH POST 5 FT. MIN. LENGTH POST <br />GEOTEXTILE FABRIC. 36 IN. WIDE AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC,36 IN. WIDE AT 6 FT. MAX. SPACING <br />PLASTIC ZIP TIES STAPLES (TYP.1 <br />(50 LB. TENSILE) <br />LOCATED IN TOP 8 IN. FABRIC ANCHORAGE TRENCH. <br />TIRE COMPACTION ZONE BACKFILL WITH TAMPED <br />NATURAL SOIL <br />FLOW FLOW FLOW 6 IN. MIN. FLOW <br />—� <br />r <br />­IN. <br />� d W <br />11 2IN �� <br />MIN. 2 m <br />MACHINE SLICE W W <br />OPTIONAL METHOD 8 IN. - 12 IN. DEPTH w <br />SILT FENCE TYPE MS 02 <br />(MACHINE SLICED) <br />FUTURE BRIDGE - FUT RE BRIDGE <br />--------------- rROADWAY SHOULDER _____ <br />EMBANKMENT SAND BAG BARRIER 3 FT. <br />SILT FENCE TO MEET '9R <br />TO WATER <br />SAND BAG BARRIER It2 T f COURSE. EXTEND 50 FT. BACK <br />FROM TOE OF END SLOPE. <br />TOE OF SLOPE HIGH ADJACENT <br />SILT FENCE WITH SAND BAGS �5 <br />INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER <br />SILT FENCE DISTRURBED SOIL, • ° <br />WORK AREA DRAINS <br />0 STREAM • ° <br />CONSTRUCTION •°° ° 920 • ° °SILT FENCE - <br />CONSTRUCTION <br />° ° <br />LIMITS <br />25' MIN. WITH ° , ° ° ° <br />10-20X SLOPE RADE <br />, 9T0 ° o <br />MINIMUM POSSIBLE I ° ° <br />TURNING RADIUS = 10' <br />(MAY BE LARGER WITH <br />LARGER EQUIPMENT) <br />V ° <br />STREAM BANK OR TOE OF SLOPE <br />ROADWAY SHOULDER <br />EMBANKMENT <br />SILT FENCE TO <br />MEET SHEETING <br />TOE OF SLOPE <br />SILT FENCE WITH SHEETING <br />' <br />a <br />�c <br />6 IN. MIN. <br />m <br />SILT FENCE TYPE PA 03 <br />(PREASSEMBLED) <br />- FUTURE BRIDGE <br />— —_---------5 <br />---------------1 <br />EMBANKMENT OR WORK ROAD END SLOPE <br />TEMPORARY SHEETING ADJACENT <br />\Rl4 i TO WATER COURSE. EXTEND 10 FT. <br />rF / BACK FROM TOE OF END SLOPE. <br />SILT FENCE NEAR TOE OF FL ROADWAY <br />SLOPE AND OUTSIDE OF <br />CONSTRUCTION LIMITS VARIABLE <br />l:TYPICAL <br />LOCATION AT TOE OF ROADWAY EMBANKMENT <br />SEE SPECS. 2573.3149 & 3886. <br />10 COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. <br />@ TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 1 ACRE. <br />(I)TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 0.25 ACRE. <br />4Q WATER COURSE FLOW VELOCITY: STANDING. <br />CONTRIBUTING SLOPE AREA: L/2 ACRE. <br />@ WATER COURSE FLOW VELOCITYII TO 7 FT./SEC. <br />CONTRIBUTING SLOPE AREAL ACRE. <br />©WATER COURSE FLOW VELOCITY18 TO 15 FT./SEC. <br />CONTRIBUTING SLOPE AREA13 ACRES. <br />PLAN VIEW PERSPECTIVE VIEW �� STANDARD PLAN 5-297.405 6 OF B TEMPORARY SEDIMENT CONTROL <br />J-HOOK INSTALLATION /1 APPROVED:2-2$-2017 <br />MINN2SOTA REVISED: SILT FENCE <br />DEPARTMENT <br />TI OF <br />OIWAnox srATE o N ENGINEER STATE PROD. NO. (T.H. ) SHEET NO. OF SHEETS <br />BREAK VC PIPE <br />ANTIVORTEX ROD, <br />5/8" MIN. DIA., <br />CONNECT TO <br />STANDPIPE AND SET <br />PARALLEL TO FLOW AWAY CONNECTION P <br />PLAN VIEW <br />CONSTRUCTION <br />LIMITS <br />STREAM B� OF SLOPE <br />INSERT 1/3 DIAMETER OF RISER PIPE <br />BREAK AWAY CONNECTION <br />I <br />I <br />• I <br />CULVERT STANDPIPE <br />*RG <br />ED ROAD EMBANKMENT <br />E <br />1" HOLES SPACEDWITH <br />8" - 10" ON CENTILE 30 <br />INLET END OF CULVERT <br />(CSP.RCP..PLASTIC) <br />CUT OPENING IN d + 12" STANDPIPE TO FIT HORIZONTAL PIPEFLOW <br />id <br />BREAK AWAY CONNE <br />ELEVATION VIEW OF CULVERT INSTALLATION <br />CULVERT STANDPIPE INSERT (D-RISER) <br />d= CULVERT SIZE: 12" - 36" <br />TIE ENDS INTO <br />EMBANKMENT OR TIE <br />FRONT WEIR SECTION <br />TO APRON END TO <br />PREVENT END -AROUND <br />SCOURING <br />SEDIMENT CONTROL LOG WEIR <br />(COMPOST, WOOD CHIP, OR ROCK) <br />d = CULVERT SIZE: 12"-36" <br />REVISION: <br />APPROV <br />E <br />D <br />: 2-2,8--2017 <br />Rmr DrvwaiExru oFTmA <br />EMERGENCY SPILLWAY <br />(FLOOD STAGE) <br />—� <br />0 <br />TOP OF RISER O O <br />\ MIN. 1' BELOW 00 <br />\ \ SHOULDER 00 O <br />\ \NATION 0 0 <br />0 <br />0 00 <br />0 <br />0 <br />FLOW <br />LONGITUDINAL SECTION <br />TIE ENDS INTO <br />EMBANKMENT TO <br />PREVENT END -AROUND <br />SCOURING <br />0 <br />WOOD PLANKS TIGHTLY ABUTTED <br />TOGETHER AND AGAINST THE <br />CULVERT END. SPILLWAY NOTCHED <br />IN TOP PLANK. VARY THE NUMBER <br />OF PLANKS TO CONTROL WATER LEVEL. <br />WOOD PLANK WEIR <br />SEDIMENT CONTROL LOG TYPE ROCK <br />RIPRAP USED TO FILL ONLY <br />TO TOP OF CULVERT PIPE <br />0 a o 0 0 <br />0 <br />o0e0 0° o0,e <br />000 0 <br />000 pope <br />0 00 00 <br />poop 0o0 <br />0000 <br />0 <br />END VIEW <br />CONTROL LOG TYPE ROCK <br />NOTE:SEDIMENT CONTROL LOG <br />TYPE ROCK MAY BE <br />WRAPPED AROUND RISER <br />TOP VIEW <br />CULVERT STANDPIPE INSERT (D-RISER) <br />�� STANDARD PLAN 5-297.405 8 OF 8 <br />APPROVED: 2-28-2017 <br />MIN N250TA I REVISED: <br />DEPARTMENT <br />TIwNSPo Anox srATE o� ENGINEER STATE PROJ. NO. <br />NOTES: <br />SEE SPECS. 2573, 3891 & 3893. <br />FOR USE WHEN TEMPORARY PONDING IS NEEDED IN DITCH <br />SECTIONS FOR SEDIMENT CONTROL. <br />MANUFACTURED ALTERNATIVES LISTED ON MnOOT'S <br />APPROVED PRODUCTS LIST MAY BE SUBSTITUTED AT <br />NO ADDITIONAL COST. <br />Q ROCK LOG OR SANDBAG TO HOLD STANDPIPE AND ACT <br />AS A SEAL BETWEEN RISER PIPE AND CULVERT. <br />0 PLACE CULVERT APRON AND SLIDE TEMPORARY STANDPIPE <br />INTO CSP OR RCP CULVERT. <br />Q3 ALL GEOTEXTILE USED FOR CULVERT PROTECTION SHALL BE <br />MONOFILAMENT IN BOTH DIRECTIONS. MEETING SPEC.3886 <br />FOR MACHINE SLICED. <br />Q4 ROCK LOG OR RIP RAP TO HOLD STANDPIPE AND ACT <br />AS A FILTER BETWEEN RISER PIPE AND CULVERT. <br />05 HEIGHT OVERFLOW NOT TO CAUSE FLOODING OF ROAD OR <br />ADJACENT PROPERTIES. <br />TEMPORARY SEDIMENT CONTROL <br />CULVERT END CONTROLS <br />(T.H. ) SHEET NO. OF SHEETS <br />SILT FENCE TYPE SO CRITICAL AREA (D <br />CRITICAL STOCK PILE QI <br />AREA n <br />ACCESS \ <br />SILT FENCE TYPE MS <br />(MACHINE SLICED) <br />WIRE OR THREE <br />PLASTIC ZIP TIES <br />BARRIER <br />CRITICAL AREA (2 <br />I• <br />O <br />O <br />i <br />STOCK PILE QI <br />i <br />w <br />.r. <br />U <br />U <br />SILT FENCE TYPE SO <br />MMW <br />ACCESS ROCK PAD <br />(MINIMUM 6" DEPTH BY <br />I HAUL TRUCK LENGTH AND WIDTH LONG) <br />STOCK PILE CONTAINMENT <br />B <br />BARRIER <br />MET <br />METAL FENCE POST <br />PROFILE VIEW TOP VIEW <br />SILT FENCE TYPE SD (SUPER DUTY) <br />BARRIER WITHOUT LOOP BARS <br />R <br />/��//�I/AEI/✓/jll <br />li/li/_A �I.% <br />LASTIC ZIP TIES <br />FABRIC <br />FLOW— PLACE GEOTEXTILE 4 TO 6 IN. <br />o UNDER BARRIER <br />TOP VIEW PERSPECTIVE VIEW <br />SILT FENCE TYPE SD (SUPER DUTY) <br />BARRIER WITH LOOP BARS <br />SILT FENCE TYPE MS (MACHINE SLICED) <br />ACCESS <br />1 STOCK PILE <br />O <br />CRITICAL AREA O <br />SILT FENCE TYPE SO <br />GEOTEXTILE FABRIC <br />36 IN. WIDE MIN. <br />SILT FENCE TYPE SO� <br />STOCK PILE <br />8-BUFFER MINIMUM, OR STEEP SLOPE <br />AS DIRECTED BY THE ENGINEER <br />STOCKPILE SEDIMENT CONTROL <br />SILT FENCE TYPE SO <br />STOCK PILE <br />OR STEEP SLOPE <br />CURB AND GUTTER PROTECTION SYSTEM <br />SILT FENCE TYPE SO <br />STOCK PILE <br />OR STEEP SLOPE <br />DITCH PROTECTION SYSTEM <br />NOTES: <br />SEE SPECS. 2533. 2573 & 3866. <br />SILT FENCE TYPE SO USED TO PROTECT CRITICAL AREAS FROM SHEET FLOW, AND AREAS WHERE OTHER <br />SILT FENCES CANNOT BE PLACED. MAXIMUM CONTRIBUTING AREA: 1 ACRE. <br />PLACE SILT FENCE TYPE SO ALONG A CONSTANT ELEVATION. <br />SILT FENCE TYPE SO CAN UTILIZE EITHER A CONCRETE, OR WATER FILLED, TEMPORARY MEDIAN BARRIER. <br />Q1 PLACING STOCK PILES NEXT TO AN ENVIRONMENTALLY SENSITIVE AREA IS NOT RECOMMENDED. WHEN THERE <br />ARE NO FEASIBLE ALTERNATIVES, PLACE SILT FENCE SO AS SHOWN OR AS DIRECTED BY THE ENGINEER. <br />Q2 CRITICAL AREAS INCLUDE WETLANDS, JUDICIAL DITCHES, STREAMS, WATER BODIES, AND OTHER AREAS REQUIRING <br />PROTECTION. <br />Z <br />Z_ o W <br />a <br />V <br />Z <br />IA <br />Z <br />Z LU <br />f <br />V <br />i <br />W <br />i <br />Z <br />W (�/1 W <br />J <br />y <br />m <br />J <br />Z <br />0a <br />O <br />V <br />ull <br />~' <br />O � <br />5 <br />w <br />In <br />41 <br />M) <br />W' <br />n <br />0;Z CO <br />to <br />19 <br />LU <br />0 <br />n <br />W <br />V� <br />0 <br />LL <br />/ <br />8 <br />� <br />V <br />~° <br />qN <br />� <br />W <br />= <br />tD <br />IL <br />M <br />tD <br />00 <br />F <br />Z <br />O <br />N <br />� <br />O <br />a� <br />C <br />a <br />� <br />i <br />2 <br />� <br />Uj <br />N <br />W <br />2Q <br />O <br />Z <br />V <br />J <br />J <br />i <br />Z ,-I <br />Uj O <br />T <br />L <br />a z Ln <br />LU z <br />0 > <br />W = p <br />W N O <br />U <br />O <br />O <br />Z 'i Lf) <br />W <br />0 <br />NN <br />i <br />REVISIONS <br />1. 07/17/24 Per City Comments <br />DRAWN BY: <br />DJW <br />DESIGNED BY: <br />DJW <br />ISSUE DATE: <br />07/01/24 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am <br />a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Dan J.�Wrilke, <br />P.E. <br />Signature: <br />d,4y/1// <br />Date: 07/01/24 License #: 53182 <br />C8.4 <br />of <br />8 <br />