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INSTALLATION <br />WIRE FENCING <br />POST <br />TRENCH <br />6"X6" <br />IIIII=IIIII <br />11177 <br />1111111111 <br />FILTER FABRIC <br />1) SET POSTS AND <br />EXCAVATE A 6'1 <br />TRENCH UPSLOPE <br />ALONG THE LINE <br />OF THE POSTS <br />11111=1 IM <br />=IIIII <br />3) ATTACH THE FILTER <br />FABRIC TO THE <br />WIRE FENCING AND <br />THE TRENCH <br />11111=11111 R11111=IIIII= <br />IIIII=IIIII 11111=IIIII <br />=IIIII IIIII J IIIII IIIII <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />O A <br />J <br />LL <br />MAINTENANCE <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY <br />AFTER EACH RAINFALL_ AND AT LEAST DAILY DURING <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS <br />SHALL BE MADE IMMEDIATELY. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, <br />THE FABRIC SHALL BE REPLACED PROMPTLY. <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF <br />THE BARRIER. <br />2) STAPLE THE <br />WIRE MESH <br />FENCING TO <br />EACH POST <br />11IM11111 �=IIIII=IIIII= <br />11111=11111 1111011111 <br />11�1111111 1111111111 <br />4) BACKFILL THE <br />TRENCH AND <br />COMPACT THE <br />COMPACTED <br />EXCAVATED SOIL <br />ACKFIL <br />JoL <br />A <br />ELEVATION: <br />POINTS "A" SHOULD BE NO SCALE <br />HIGHER THAN POINTS "B" <br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />REQUIRED SHALL BE DRESSED TO CONFORM WITH <br />THE EXISTING GRADE, PREPARED AND SEEDED. <br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />REQUIRED AROUND WATER BODIES, STEEP SLOPES, <br />AND HIGHLY ERODIBLE SOILS. <br />Y � ; <br />Special Details <br />PLACEMENT AND CONSTRUCTION Date: 04-01-15 <br />OF SILT FENCE <br />Revised: H U—EC-2 <br />01-20-17 <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />... s . <br />CG-23 HIGH -FLOW <br />HIGH -FLOW FABRIC <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />WIMCO CURB & GUTTER <br />INLET PROTECTION (CG23) <br />Special Details <br />Date: <br />04-01-15 <br />Revised: HU—EC-4 <br />01-20-17 <br />SILT FENCE <br />6-FT. HIGH TEMPORARY ORANGE <br />CONSTRUCTION FENCE SHALL BE PLACED <br />AT THE DRIPLINE OF THE TREE TO BE <br />SAVED. FENCE SHALL COMPLETELY <br />ENCIRCLE THE TREE(S). INSTALL FENCE <br />POSTS USING PIER BLOCKS ONLY. AVOID <br />DRIVING POSTS OR STAKES INTO MAJOR <br />ROOTS. <br />FOR ROOTS OVER 1-IN DIA. THAT ARE <br />DAMAGED DURING CONSTRUCTION, MAKE <br />A CLEAN, STRAIGHT CUT TO REMOVE THE <br />DAMAGED PORTION. ALL EXPOSED ROOTS <br />MIN SHALL BE TEMPORARILY COVERED WITH <br />DAMP BURLAP TO PREVENT DRYING, AND <br />SHALL BE COVERED WITH SOIL AS SOON <br />AS POSSIBLE. <br />WORK WITHIN PROTECTION FENCE SHALL <br />BE DONE MANUALLY. NO STOCKPILING OF <br />MATERIALS, VEHICULAR TRAFFIC, OR <br />STORAGE OF EQUIPMENT OR MACHINERY <br />SHALL BE ALLOWED WITHIN THE LIMIT OF <br />THE FENCING. <br />TREE PROTECTION FENCE <br />NO SCALE <br />NOTES: <br />1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. <br />2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW <br />NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH. MAT OR BLANKET - TYPE <br />PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACE WHERE IT IS APPLIED. <br />3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH <br />SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FOOT <br />AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD <br />BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE <br />CENTER, EVERY 3 FOOT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. <br />4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS <br />ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT. <br />MAINTENANCE: <br />INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE. <br />WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, <br />AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. <br />TYPICAL STAPLES #8 <br />GAUGE WIRE 10" <br />1 1 /2" <br />PRESS ENDS 6 INCHES INTO <br />THE SOIL AROUND <br />STRUCTURES AND STAPLE <br />SECURELY <br />dlk <br />WHEN USING NETTING IN CHANNELS, ROLL OUT STRIPS OF I& <br />NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE � <br />PROTECTIVE MULCH. <br />FLOW <br />FLOW <br />FLOW <br />_11L �dL <br />_11L _111k �dL <br />FLOW <br />A. BURY THE TOP END OF THE MATTING <br />STRIPS IN A TRENCH 6 INCHES OR <br />MORE IN DEPTH. <br />B. TAMP THE TRENCH FULL OF SOIL. <br />SECURE WITH ROW OF STAPLES, 10 INCH <br />SPACING, 4 INCHES DOWN FROM THE <br />TRENCH. <br />C. OVERLAP - BURY UPPER END OF LOWER <br />STRIP AS IN "A" AND "B". OVERLAP END OF <br />TOP STRIP 18 INCHES AND STAPLE. <br />D. EROSION STOP - FOLD OF MATTING <br />BURIED IN SLIT TRENCH AND TAMPED DOUBLE ROW <br />OF STAPLES. <br />20' RADIUS MINIMUM <br />J�FP <br />0619 <br />0c, <br />2" WASHED COARSE <br />AGGREGATE <br />20' RADIUS MINIMUM <br />6" MIN. <br />DEPTH <br />NOTES: <br />1. CRUSHED CONCRETE IS NOT ALLOWED <br />2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE <br />3. MAINTENANCE IS INCIDENTAL <br />ROCK CONSTRUCTION <br />ENTRANCE <br />10'0" <br />ss» <br />60, <br />�NR Qly <br />oey �GNF <br />Special Details <br />Date: <br />04-01-15 <br />Revised: H U — E C-1 <br />04-12-19 <br />Tr I V YGOIII V a%alumul6 Tl F/I'/vi <br />ALTERNATE - RUMBLE RACKS <br />SIDE BY SIDE INSTALLATION <br />For Side By Side Installations (i.e. (2) mats wide at the entrance, use short -straps to connect <br />mats as shown in diaclram. Contact your distributor or FODS with any additional questions. <br />FODS MAT <br />ARCHITECTURAL <br />CONSORTIUM L.L.C. <br />901 NORTH THIRD STREET, <br />SUITE 220 <br />MINNEAPOLIS, MN 55401 <br />612-436-4030 <br />PROJECT <br />CATTLE HOUSE <br />RESTAURANT & <br />EVENT CENTER <br />HUGO, MINNESOTA <br />SHEET INDEX <br />PLANNED UNIT <br />DEVELOPMENT <br />(PUD), <br />PRELIMINARY PLAT, <br />SITE PLAN REVIEW <br />01/17/2020 <br />ISSUE DATE <br />D E S I G N <br />Civil Engineering I Landscape Architecture I Construction Services <br />901 N 3rd STREET, SUITE 120 <br />MINNEAPOLIS, MN 55401 <br />p 612.260.7980 www.elanlab.com <br />f 612.260.7990 <br />C E R T I F I C A T 1 0 N <br />I hereby certify that this plan was prepared by me, <br />or under my direct supervision and that I am a <br />duly Licensed Professio eer under the <br />laws of the state ill A. `O�A <br />ONS) <br />C <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />DETAILS <br />C-503 <br />INLET PROTECTION <br />NO SCALE <br />EROSION CONTROL BLANKET <br />NO SCALE <br />ROCK CONSTRUCTION ENTRANCE <br />NO SCALE <br />PROJECT NO. <br />ARC19010 <br />