Laserfiche WebLink
NOTE: <br />ONE CUBIC <br />APPROXIMi <br />A <br />L DIA. <br />3" LEAF COMPOST (MNDOT GRADE 2) ROTOTILLED <br />TOPSOIL &GENERAL 8" INTO SAND TO 18" ABOVE BOTTOM OF BASIN <br />ROADSIDE SEEDING NATIVE SOIL (ASSUME INFILTRATION RATE 0.8" <br />SEE SHEET C-201 PER HOUR) REMOVE AND REPLACE ANY FINE <br />GRAINED SOILS ENCOUNTERED TO A DEPTH 4 (MAX) <br />OF T BELOW THE SURFACE OF THE BASIN <br />O O O O O O O O O O O O O O O O <br />1 <br />1�1 <br />I em . <br />INFILTRATION CONSTRUCTION <br />L MINIMUM 4" TOPSOIL <br />STORMWATER SEEDING <br />SEE SHEET C-201 <br />NO SCALE <br />1' (12"-27" DIA. PIPE) <br />1.5' (30" AND LARGER PIPE) <br />RIPRAP <br />r—yOo w —) �a <br />NONWOVEN GEOTEXTILE FABRIC <br />SECTION B-B <br />TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN <br />GRANULAR MATERIAL. ANY COVER LESS THAN 2' OVER TOP OF PIPE <br />SHALL BE GRANULAR MATERIAL <br />RIPRAP <br />1' (12"-27" DIA. PIPE) <br />�1.5' (30" AND LARGER PIPE) <br />NONWOVEN GEOTEXTILE FABRIC <br />EXTEND 1' UNDER FES <br />MINIMUM RIPRAP REQUIRED <br />DIA. OF <br />PIPE (IN.) <br />L (FT.) <br />QUANTITY <br />(C.Y.) <br />CLASS <br />12 <br />8 <br />5 <br />III <br />15 <br />8 <br />5 <br />III <br />18 <br />10 <br />6 <br />III <br />24 <br />12 <br />8 <br />III <br />30 <br />14 <br />12 <br />III <br />36 <br />16 <br />14 <br />III <br />42 <br />18 <br />22 <br />IV <br />48 <br />20 <br />26 <br />1 IV <br />>48 <br />22-28 <br />1 30-40 <br />1 IV <br />RIPRAP SPILLWAY <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <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 />Ct- r-Y <br />EST, f9061. <br />WIMCO CURB & GUTTER <br />INLET PROTECTION (CG23) <br />INLET PROTECTION <br />Special Details <br />Date: <br />04-01-15 <br />Revised: H U-EC-4 <br />03-12-20 <br />NO SCALE <br />NO SCALE <br />STEEL FENCE POST (T-POST), <br />MINIMUM 5' LONG, 6' <br />MAXIMUM SPACING. <br />POST NOTCHES <br />TO FACE AWAY <br />FROM FABRIC. <br />DIRECTIOt4 OF SURFACE FLOW <br />ATTACH FABRIC TO POSTS <br />WITH MINIMUM 3 ZIP TIES <br />(50 LB. TENSILE) PER POST <br />IN TOP 8" OF FABRIC. <br />MONOFILAMENT GEOTEXTILE <br />FABRIC PER MNDOT TABLE <br />3886-1 (MACHINE SLICED). <br />MACHINE SLICE <br />\ 8"-12" DEPTH (PLUS 6" FLAP) <br />.. 0 <br />24" MINIMUM <br />POST EMBEDMENT <br />NOTE: <br />THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT <br />FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR STANDARD <br />(ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED <br />WHEN APPROVED OR DIRECTED BY THE CITY. <br />AO COMPACTION: <br />AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION <br />OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE <br />"SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN <br />INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT <br />A UNIFORM HEIGHT. <br />ChT'Y CdF Special Details <br />SILT FENCE MACHINE SLICED Date: GO <br />09-01-15 <br />Revised: <br />H U-EC-2 <br />R. <br />EST. t906 03-12-20 <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 FLOW <br />GAUGE WIRE 10" lft, <br />A. BURY THE TOP END OF THE MATTING <br />STRIPS IN A TRENCH 6 INCHES OR <br />1 1/2" 1 MORE IN DEPTH. <br />PRESS ENDS 6 INCHES INTO <br />THE SOIL AROUND <br />STRUCTURES AND STAPLE <br />SECURELY <br />WHEN USING NETTING IN CHANNELS, ROLL OUT STRIPS OF <br />NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE <br />PROTECTIVE MULCH. ,ITI <br />IL — <br />FLOW <br />Ill, B. TAMP THE TRENCH FULL OF SOIL. <br />dL _ SECURE WITH ROW OF STAPLES, 10 INCH <br />� W SPACING, 4 INCHES DOWN FROM THE <br />— - TRENCH. <br />FLOW <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 />FLOW <br />�jlk Ill, I& <br />EROSION CONTROL BLANKET <br />D. EROSION STOP - FOLD OF MATTING <br />BURIED IN SLIT TRENCH AND TAMPED DOUBLE ROW <br />OF STAPLES. <br />NO SCALE <br />SILT FENCE <br />6-FT. HIGH TEMPORARY ORANGE CONSTRUCTION FENCE <br />SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE <br />SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S) <br />INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID <br />DRIVING POSTS OR STAKES INTO MAJOR ROOTS. <br />FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING <br />CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE <br />THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE <br />TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT <br />DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS <br />POSSIBLE. <br />WORK WITHIN PROTECTION FENCE SHALL BE DONE <br />MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR <br />TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY <br />SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. <br />TREE PROTECTION FENCE <br />30 DEGREES MAX. <br />O <br />U_ <br />z <br />CONTOURS <br />w ¢ <br />w <br />J15 - CATCHMENT AREA <0.25 ACRES N <br />D=10' R=15' w o <br />of <br />J25 - CATCHMENT AREA >0.25 ACRES <br />D=16' R=25' <br />o� <br />NO SCALE <br />UP -GRADIENT SILT FENCE <br />AND J-HOOK ARE ONE CONTINUOUS LINE <br />START DOWN -GRADIENT SILT FENCE <br />AS CLOSE AS POSSIBLE TO THE <br />UP -GRADIENT J-HOOK <br />J-HOOK SILT FENCE <br />LT41►1 <br />NO SCALE <br />20' RADIUS MINIMUM <br />20' RADIUS MINIMUM <br />/ PGA <br />�P�O ELOpO <br />1" TO 2" <br />CRUSHED ROCK <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 />o/RAC' <br />eYF,� Rqs�, <br />G7NF�R <br />�\00�t� <br />2a <br />�r CITY OF Special Details <br />ROCK CONSTRUCTION Date: <br />04 01-15 <br />\ ENTRANCE HU-EC-1 <br />Revised: <br />\ ST. iso6 03-12-20 / <br />10'0" <br />ss» <br />rrilv vUa111111i v a%alumuiu. -ry rlr` <br />ALTERNATE - RUMBLE RACKS <br />SIDE BY SIDE INSTALLATION <br />\ q\D <br />wy.rr.,, / 11 nro r...e II ii <br />t1 Y.aM . <br />P <br />For Side By Side Installations (i.e. (2) mats wide at the entrance, use short -straps to connect <br />mats as shown in diagram. Contact your distributor or FODS with any additional questions. <br />FODS MAT <br />ROCK CONSTRUCTION ENTRANCE <br />NO SCALE <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 />02/17/2020 <br />ISSUE DATE <br />AMENDED CITY APPLICATION 02/20/2020 <br />CITY COMMENTS 03/02/2020 <br />CITY COMMENTS 1 04/10/2020 <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 FICAT10N <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 stated A. `O� <br />NU ` 30 <br />ONAc <br />C <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />DETAILS <br />C-503 <br />PROJECT NO. <br />ARC19010 <br />