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50'-0" MIN. <br />LENGTH OF ENTRANCE MAY BE INCREASED IF <br />SEDIMENT TRACK-OUT OCCURS. <br />20'-0" MIN. <br />10'-0" MIN. <br />6" MIN. DEPTH 3"-6" <br />WASHED ROCK W/ <br />MNDOT SPEC 3733 TYPE <br />5 FABRIC UNDERLAY <br />CULVERT PIPE (IF NECESSARY) <br />PUBL <br />I <br />C <br /> <br />R <br />O <br />A <br />D <br />W <br />A <br />Y <br />18" MIN. DEPTH <br />RUNOFF BERM <br />1:1 <br />APPROACH <br />FLARE <br />COMPACT SOIL AROUND FENCE <br />POST <br />LAY FABRIC IN TRENCH <br />·ANCHOR FABRIC WITH <br />BACKFILLED & TAMPED SOIL <br />GEOTEXTILE FABRIC <br />·OVERLAP FABRIC 6" <br />·FASTEN 24" O.C. WITH LATH AND <br />STAPLES <br />·REINFORCE WITH CHAINLINK <br />FENCE OR EQUIVALENT WHEN <br />HEAVY DUTY SILT FENCE IS <br />REQUIRED <br />1.5"x1.5" WOOD OR STEEL FENCE POST <br />·48" MINIMUM POST HEIGHT <br />·10' MAXIMUM SPACING <br />SLOPE DIRECTION <br />36" MIN. HEIGHT <br />12" MIN. DEPTH 6" MIN. <br />6" MIN. <br />SLOPE DIRECTION <br />WOOD STAKE <br />24" MIN. <br />TOP OF EROSION CONTROL BLANKET <br />STAKE TO PENETRATE NETTING <br />ONLY, NOT FIBER MATERIAL <br />FIBER ROLL STAKING SECTION <br />OVER EROSION CONTROL BLANKET <br />SLOPE DIRECTION <br />WOOD STAKE <br />24" MIN. <br />TOP OF EROSION CONTROL BLANKET <br />STAKE TO PENETRATE NETTING <br />ONLY, NOT FIBER MATERIAL <br />FIBER ROLL STAKING SECTION <br />OVER BARE SOIL <br />FIBER LOG <br />WOOD STAKE <br />SEE SECTION DETAILS <br />EROSION CONTROL BLANKET <br />SURFACE FLOW ANCHOR TRENCH <br />(FOR BLANKET LENGTHS EXCEEDING 100') <br />DIG 6" X 6" TRENCH <br />LAY BLANKET IN TRENCH <br />STAPLE AT 1'-0" INTERVALS <br />BACKFILL WITH COMPACTED SOIL <br />END SPLICE <br />6" MIN. OVERLAP <br />ANCHOR 1'-6" O.C. <br />EDGE LAP <br />4" MIN. OVERLAP <br />ANCHOR 4'-0" O.C. <br />6" MIN. <br />6" MIN. <br />STAPLE PER MANUFACTURER SPECIFICATIONS <br />USE 8" MIN. U-SHAPED STAPLES UNLESS OTHERWISE SPECIFIED <br />ANCHOR TRENCH <br />SEE SECTION DETAIL <br />1'-0" MIN. <br />SECTION VIEW <br />PLAN VIEW <br />EXISTING GRADE <br />CONCRETE WASHOUT AREA INSTALLATION NOTES <br />·SEE EROSION CONTROL PLAN FOR LOCATIONS OF CONCRETE WASHOUT AREA(S). WASHOUT TO BE PLACED A MIN. OF <br />50' FROM WETLANDS, BODIES OF WATER, DRAINAGEWAYS & STORM SEWER. <br />·THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. <br />·VEHICLE TRACKING CONTROL PAD IS REQUIRED AT THE ACCESS POINT. <br />·SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE AND AT THE WASHOUT AREA TO CLEARLY INDICATE THE <br />LOCATION OF THE CONCRETE WASHOUT AREA TO CONTRACTORS. <br />·EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION. <br />CONCRETE WASHOUT AREA MAINTENANCE NOTES <br />·REPAIR AND CLEAN OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE <br />·ALL CONCRETE SHALL BE REMOVED FROM SITE AND DISPOSED OF AT AN APPROVED WASTE SITE AT THE END OF <br />CONSTRUCTION. <br />·UPON REMOVAL THE DISTURBED AREA SHALL BE STABILIZED WITH SITE EROSION CONTROL MEASURES. <br />·INSPECT WEEKLY AND DURING AND AFTER ALL STORM EVENTS. CLEAN-OUT OR COVER WASHOUT AREA PRIOR TO <br />PREDICTED STORM EVENTS TO PREVENT OVER-FLOW. <br />8'-0" x 8'-0" MIN.3:1 MAX <br />SIDE SLOPE <br />WASHOUT SIGNAGE <br />VEHICLE <br />TRACKING <br />PAD <br />TOP OF EMBANKMENT <br />3:1 MAX SIDE SLOPE <br />1'-0" MIN. <br />1'-0" MIN <br />2'-0" MIN. <br />8'-0" x 8'-0" MIN. <br />ENLARGE CONTAINMENT AREA IF <br />NEEDED <br />IMPERMEABLE LINER <br />10 MIL. PLASTIC/RUBBER OR ENGINEERED CLAY <br />COMPACTED EMBANKMENT <br />TOP OF EMBANKMENT <br />COMPACTED EMBANKMENT <br />(MATERIAL FROM SITE) <br />EXISTING GRADE <br />PLAN VIEW <br />SECTION VIEW <br />DEWATERING BAG NOTES: <br />WASHOUT TO BE PLACED A MIN. OF 50' FROM WETLANDS, BODIES OF WATER, <br />DRAINAGEWAYS & STORM SEWER. <br />OBTAIN DEWATERING PERMIT, IF REQUIRED, BEFORE ANY DEWATERING <br />DISCHARGES FROM THE SITE. DEWATER IN ACCORDANCE WITH THE PERMIT. <br />DEWATERING BAG <br />STAKE & BURY <br />FIBER ROLL AND <br />SURROUND WITH <br />ROCK FILTER DIKE <br />PLACE BAG ON <br />CLEAN ROCK BED <br />PUMP INLET <br />FILTERED WATER OUTFLOW <br />EXISTING GRADE <br />STAKE & BURY FIBER ROLL <br />FILTERED WATER OUTFLOW <br />FILTERED WATER OUTFLOW <br />FILTERED WATER OUTFLOW <br />PLAN VIEW <br />SECTION VIEW <br />ROCK CONSTRUCTION ENTRANCE <br />1 <br />SILT FENCE <br />2 <br />FIBER ROLL <br />3 <br />EROSION CONTROL BLANKET <br />4 <br />CONCRETE WASHOUT <br />5 <br />SILT SACK <br />6 <br />DEWATERING BAG <br />7 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I <br />AM A DULY LICENSED LANDSCAPE <br />ARCHITECT UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />SIGNATURE:____________________ <br />JOSEPH L. SCHEFFLER <br />CLIENT <br />PROJECT NAME <br />SHEET NUMBER <br />SHEET TITLE <br />ORIANA CSG <br />7776 N 157TH ST N, <br />HUGO, MN 55038 <br />Date: <br />License #:55597 <br />07-28-2025 <br />PL <br />A <br />N <br />- <br />T <br />yp <br />e <br />SI <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />N <br />I <br />N <br />G <br /> <br />& <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />U <br />R <br />E <br />Mi <br />n <br />n <br />e <br />a <br />p <br />o <br />l <br />i <br />s <br />, <br /> <br />M <br />N <br /> <br /> <br /> <br /> <br />i <br />n <br />f <br />o <br />@ <br />p <br />l <br />a <br />n <br />- <br />t <br />y <br />p <br />e <br />. <br />c <br />o <br />m <br />06-30-2026Expiration: <br />NOT <br /> <br />F <br />O <br />R <br />CON <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />DRAWN BY <br />PROJECT MANAGER <br />LOUIE <br />J + L <br />05-15-2024 REVIEW <br />05-20-2024 SUBMITTAL <br />07/28/2025 RE-SUBMITTAL <br />SWP102 <br />EROSION <br />CONTROL <br />DETAILS