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PLOTTED/REVISED: +APR-2018 <br />PLOTTED/REVISED: +APR-2018 <br />GEOTEXTILE FABRIC, 36 IN. WIDE <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />FLOW 6 IN. MIN. <br />I/ ROADWAY SHOULDER <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 IN. <br />GEOTEXTILE FABRIC <br />(I)COARSE FILTER <br />AGGREGATE <br />6 IN. <br />SEE OPTIONAL METHOD DETAIL MIN. <br />FLOW <br />FUTURE BRIDLE <br />0- w <br />W <br />i M <br />3 m <br />L LA <br />GEOTEXTILE FABRIC <br />SILT FENCE TYPE HI® <br />(HAND INSTALLED) <br />EMBANKMENT <br />SILT FENCE WRAPPED AROUND <br />TOE OF EMBANKMENT <br />TOE OF SLOPE I <br />BRIDGE END SLOPE <br />rf <br />SILT FENCE ONLY ® <br />OPTIONAL METHOD <br />- ROADWAY SHOULDER <br />GEOTEXTILE FABRIC. 36 IN. WIDE <br />TIRE COMPACTION ZONE <br />— FUI(1RE BRIDGE <br />FLOW <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 IN. <br />_FLOW <br />MACHINE SLICE <br />8 IN. - 12 IN. DEPTH <br />EMBANKMENT �y <br />SILT FENCE TO MEET <br />SAND BAG BARRIER <br />TOE OF SLOPE I <br />BRIDGE END SLOPE <br />Tf <br />SILT FENCE TYPE MS® <br />(MACHINE SLICED) <br />SAND BAG BARRIER 3 FT. <br />HIGH ADJACENT TO WATER <br />COURSE. EXTEND 50 FT. BACK <br />FROM TOE OF END SLOPE. <br />SILT FENCE WITH SAND BAGS O5 <br />INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER <br />SILT FENCE <br />CONSTRUCTION <br />LIMITS <br />MINIMUM POSSIBLE <br />TURNING RADIUS = 10' <br />(MAY BE LARGER WITH <br />LARGER EQUIPMENT) <br />DISTRURBED SOIL, <br />WORK AREA DRAINS <br />0 STREAM • <br />9• <br />25' MIN. WITH <br />10-20X SLOPE GRADE <br />9/O <br />STREAM BANK OR TOE OF SLOPE <br />1110111110 <br />.......... <br />.......... <br />o.❖.❖.❖.❖. <br />CONSTRUCTION <br />LIMITS <br />STREAM BANK OR TOE OF SLOPE <br />PLAN VIEW <br />REVISION: <br />APPROVED: 2-28--2017 <br />f�1N7- <br />CNET ENVIRCNUDITAL OFFICER <br />PERSPECTIVE VIEW <br />J-HOOK INSTALLATION <br />5 FT. MIN. LENGTH POST <br />GEOTEXTILE FABRIC,36 IN. WIDE AT 6 FT. MAX. SPACING <br />STAPLES (TYP.) <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />FLOW 6 IN. MIN. <br />1- <br />tn <br />O <br />LA <br />g <br />L. W <br />N <br />ROADWAY SHOULDER <br />+. i• EMBANKMENT -- - s <br />FLOW <br />SILT FENCE TYPE PA® <br />(PREASSEMBLED) <br />1 FUTURE BRIDGE <br />SILT FENCE TO <br />MEET SHEETING <br />TOE OF SLOPE <br />1 <br />-5 <br />1 <br />EMBANKMENT OR WORK ROAD END SLOPE <br />TEMPORARY SHEETING ADJACENT <br />TO 10 <br />T��f BACK WATER ROM CTTOESOF END S. EXTENL OPE FT. <br />SILT FENCE WITH SHEETING <br />SILT FENCE NEAR TOE OF <br />SLOPE AND OUTSIDE OF <br />CONSTRUCTION LIMITS <br />t ROADWAY <br />LOCATION AT TOE OF ROADWAY EMBANKMENT <br />NOTES: <br />SEE SPECS. 2573.3149 & 3886. <br />lO COARSE FILTER AGGREGATE (SPEC.3149)SHALL BE INCIDENTAL. <br />02 TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 1 ACRE. <br />(!)TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 0.25 ACRE. <br />® WATER COURSE FLOW VELOCITY:STANDING. <br />CONTRIBUTING SLOPE AREA:1./2 ACRE. <br />()WATER COURSE FLOW VELOCITY:1 TO 7 FT./SEC. <br />CONTRIBUTING SLOPE AREAII.ACRE. <br />© WATER COURSE FLOW VELOCITY:8 TO 15 FT./SEC. <br />CONTRIBUTING SLOPE AREA:3 ACRES. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />6 OF 8 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />/oM <br />STATE DESIGN ENGINEER <br />APPROVED: 2-28-201T <br />REVISED: <br />TEMPORARY SEDIMENT CONTROL <br />SILT FENCE <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. <br />OF SHEETS <br />BREAKAWAY CONNECTION <br />ANTIVORTEX ROD. <br />5/8" MIN. DIA., <br />CONNECT TO <br />STANDPIPE AND SET <br />PARALLEL TO FLOW <br />d + 12"- <br />PLAN VIEW <br />1" HOLES SPACED <br />8"- 10" ON CENTER <br />CUT OPENING IN <br />STANDPIPE TO FIT <br />HORIZONTAL PIPE <br />I• <br />)• <br />• <br />BREAK AWAY CONNECTION <br />PVC PIPE <br />- PERFORATED <br />STANDPIPE <br />WRAPPED WITH <br />GEOTEXTILE 30 <br />J 1..2' 0" ± <br />ELEVATION VIEW OF CULVERT INSTALLATION <br />INSERT 1/3 DIAMETER OF RISER PIPE <br />BREAK AWAY CONNECTION <br />CULVERT STANDPIPE <br />ROAD EMBANKMENT <br />INLET END OF CULVERT <br />(CSP.RCP..PLASTIC) <br />FLOW <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 />APPROVED: 2-28--2017 <br />0I1 EIIYIRONIENTAL OFFICER <br />EMERGENCY SPILLWAY <br />(FLOOD STAGE) <br />TOP OF RISER <br />MIN.1'BELOW <br />SHOULDER <br />ELEVATION <br />LONGITUDINAL SECTION <br />TIE ENDS INTO <br />EMBANKMENT TO <br />PREVENT END -AROUND <br />SCOURING <br />("4410 <br />�1 1111„T°GETHER <br />OD PLANKS TIGHTLYABUTTED <br />ANDAGAINSTTHELVERT END. SPILLWAY NOTCHED <br />IN TOP PLANK. VARY THE NUMBER <br />OF PLANKS TO CONTROL WATER LEVEL. <br />WOOD PLANK WEIR <br />000000 <br />0 0 0 <br />O 000 000 <br />000 0 <br />00 0 0 0 00 <br />O 00 00 <br />000p000 <br />0 0 0 0 <br />0 <br />SEDIMENT CONTROL LOG TYPE ROCK <br />RIPRAP USED TO FILL ONLY <br />TO TOP OF CULVERT PIPE <br />END VIEW <br />A........„55DIMENT 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 />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 MnDDT'S <br />APPROVED PRODUCTS LIST MAY BE SUBSTITUTED AT <br />NO ADDITIONAL COST. <br />lO ROCK LOG OR SANDBAG TO HOLD STANDPIPE AND ACT <br />AS A SEAL BETWEEN RISER PIPE AND CULVERT. <br />® PLACE CULVERT APRON AND SLIDE TEMPORARY STANDPIPE <br />INTO CSP OR RCP CULVERT. <br />0 ALL GEOTEXTILE USED FOR CULVERT PROTECTION SHALL BE <br />MONOFILAMENT IN BOTH DIRECTIONS. MEETING SPEC.3886 <br />FOR MACHINE SLICED. <br />O ROCK LOG OR RIP RAP TO HOLD STANDPIPE AND ACT <br />AS A FILTER BETWEEN RISER PIPE AND CULVERT. <br />OS HEIGHT OVERFLOW NOT TO CAUSE FLOODING OF ROAD OR <br />ADJACENT PROPERTIES. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />8 OF 8 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />STATE DES ENGINEER <br />APPROVED: 2-28-2017 <br />REVISED: <br />TEMPORARY SEDIMENT CONTROL <br />CULVERT END CONTROLS <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. OF SHEETS <br />PLOTTED/REVISED: 4-APR-2018 <br />SILT FENCE TYPE SD <br />CRITICALF <br />AREA 0 <br />REVISION: <br />APPROVED: 2-28--2017 <br />CIOEF EWRiONIENTAL OFFREA <br />CRITICAL AREA <br />SILT FENCE TYPE MS <br />(MACHINE SLICED) <br />WIRE OR THREE <br />PLASTIC ZIP TIES <br />BARRIER <br />BARRIER <br />CRITICAL AREA 02 <br />SILT FENCE TYPE SD <br />1 <br />ACCESS ROCK PAD <br />(MINIMUM 6"DEPTH BY <br />1 HAUL TRUCK LENGTH AND WIDTH LONG) <br />STOCK PILE CONTAINMENT <br />METAL FENCE POST <br />PROFILE VIEW <br />BARRIER <br />METAL FENCE POST <br />BARRIER <br />TOP VIEW <br />SILT FENCE TYPE SD (SUPER DUTY) <br />BARRIER WITHOUT LOOP BARS <br />WIRE OR 3 PLASTIC ZIP TIES <br />GEOTEXTILE FABRIC <br />TEMPORARY PORTABLE PRECAST CONCRETE BARRIER <br />(SEE STANDARD PLATE 8337) <br />REBAR BETWEEN LOOP BARS <br />WIRE OR PLASTIC ZIP TIES <br />(50 LB. TINSILE) <br />GEOTEXTILE FABRIC <br />CABLE RING <br />FLOW " I PLACE GEOTEXTILE 4 TO 6 IN. <br />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 />CRITICAL AREA <br />SILT FENCE TYPE SD <br />GEOTEXTILE FABRIC <br />36 IN. WIDE MIN. <br />SILT FENCE TYPE SD <br />8'BUFFER MINIMUM, <br />AS DIRECTED BY THE ENGINEER <br />STOCKPILE SEDIMENT CONTROL <br />SILT FENCE TYPE SD <br />STOCK PILE <br />OR STEEP SLOPE <br />STOCK PILE <br />OR STEEP SLOPE <br />CURB AND GUTTER PROTECTION SYSTEM <br />SILT FENCE TYPE SD <br />DITCH PROTECTION SYSTEM <br />NOTES: <br />SEE SPECS.2533.2573 & 3886. <br />STOCK PILE <br />OR STEEP SLOPE <br />SILT FENCE TYPE SD 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 5D ALONG A CONSTANT ELEVATION. <br />SILT FENCE TYPE SD CAN UTILIZE EITHER A CONCRETE, OR WATER FILLED, TEMPORARY MEDIAN BARRIER. <br />0 PLACING STOCK PILES NEXT TO AN ENVIRONMENTALLY SENSITIVE AREA IS NOT RECOMMENDED. WHEN THERE <br />ARE NO FEASIBLE ALTERNATIVES. PLACE SILT FENCE SD AS SHOWN OR AS DIRECTED BY THE ENGINEER. <br />0 CRITICAL AREAS INCLUDE WETLANDS. JUDICIAL DITCHES. STREAMS, WATER BODIES. AND OTHER AREAS REQUIRING <br />PROTECTION. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />7 OF 8 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />�oM <br />STATE DES IOW ENGINEER <br />APPROVED: 2-28-2017 <br />REVISED: <br />TEMPORARY SEDIMENT CONTROL <br />SUPER DUTY SILT FENCE <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. OF SHEETS <br />A\NVIi.\NV A\WAN \V <br />.1. IA i <br />STAPLE <br />(TYP) <br />FLOW <br />DIRECTION, <br />V Wij y/ � <br />NOTES: <br />1 PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION <br />OF LIME, FERTILIZER AND/OR SEED. <br />2. BEGIN AT THE TOP OF THE SLOPE (OR CHANNEL) BY ANCHORING THE <br />BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT <br />THE TRENCH AFTER STAPLING. <br />3. ROLL THE BLANKETS DOWN (STARTING DOWNSTREAM PROCEEDING <br />UPSTREAM) HORIZONTALLY ACROSS THE SLOPE. <br />4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A <br />MINIMUM 4" OVERLAP. <br />5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE <br />BLANKETS END OVER END (SHINGLE STYLE) WITH MINIMUM 6" <br />OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO <br />SECURE BLANKETS. <br />6. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS <br />RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF <br />STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A <br />SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. <br />7. THE TERMINAL ENDS OF THE BLANKETS MUST BE ANCHORED IN A 6" <br />DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH <br />AFTER STAPLING. <br />E7SIO\ <br />60\ <br />3LA\ <br />SET <br />G603 <br />NO SCALE <br />TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE <br />ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) <br />EXCEPT AS MODIFIED BELOW. <br />2. TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE <br />MORE THAN 7 DAYS. <br />3. SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. <br />4. DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER <br />NOVEMBER 1ST. <br />5. MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). <br />6. FERTILIZER: TYPE 10-10-10 AT 200 POUNDS PER ACRE. <br />TURF ESTAI5LISHVE\T <br />G603 <br />NO SCALE <br />VARIES <br />NOTES: <br />10 MIL <br />POLYETHYLENE <br />SHEETING <br />HAY BALES OR <br />COMPACTED EARTH <br />BERM <br />SAND BAG TO <br />SECURE SHEETING <br />1. THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE <br />GENERATED BY WASHOUT OPERATIONS. <br />2. LIQUID AND SOLID WASHOUT WASTE SHALL NOT CONTACT THE GROUND. <br />3. LIQUID AND SOLID WASHOUT WASTE SHALL BE DISPOSED OF IN COMPLIANCE WITH MPCA RULES. <br />4. A SIGN SHALL BE INSTALLED INDICATING THE LOCATION OF THE WASHOUT FACILITY. <br />2 <br />6O\6ETE WASHOUT <br />G603 <br />NO SCALE <br />KwIK <br />TRIP <br />KwIK <br />Srfra <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />0xxCARLSON <br />ENCiINEERINt <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Name: Daniel J. Wilke, P.E. <br />Signature: <br />2ova, <br />Date: 01/30/25 License #:53182 <br />EROSION CONTROL DETAILS <br />EORI <br />VASI <br />kRMS <br /># DATE DESCRIPTION <br />03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C603 <br />