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1. WELL -BLENDED FILTRATION MEDIA TO BE COMPRISED OF (BY VOLUME): <br />70-85% CLEAN CONSTRUCTION SAND (AASHTO M-6 OR ASTM C-33, GRAIN SIZE <br />0.02"-0.04") AND 15-30% ORGANIC LEAF COMPOST: MNDOT GRADE 2 COMPOST <br />2. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. <br />3. BASIN TO REMAIN UNLINED. <br />4. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. <br />EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING <br />DRAINAGE AREAS. <br />5. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK <br />EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) <br />PROVIDE 3" FIBROUS SHREDDED <br />WOOD CHIPS AROUND NEW <br />PLANTINGS <br />3:1 <br />NOTE: ALLEVIATE ANY COMPACTED SOILS (BY <br />USING A PRIMARY TILLING OPERATION SUCH AS <br />A CHISEL PLOW, RIPPER OR SUBSOILER) TO 6" <br />MIN. DEPTH PRIOR TO PLACING PLANTING MEDIA <br />1310—FILTRATION BASIN (P1 <br />N.T.S. <br />GALVANIZED GRATE <br />ELEV=931.50 <br />6" DIA. ORIFICE <br />INV 928.50 <br />POND NWL=928.50 <br />SEE PLAN/PROFILE <br />FOR <br />LENGTH /SLOPE <br />INV 926.00 <br />PLANT MATERIAL TOLERANT OF INUNDATION AND <br />DROUGHT (NATIVE PLANS RECOMMENDED - SEE SHEET <br />L2) OR USE MnDOT SEED MIX 328 (APPLICATION RATE=88 <br />LBS/ACRE) SEED NOT RECOMMENDED <br />'r':iwdNe'deA.'/�i9plrf�".'Q:�e9w-•"._ /\\�`�;�%\� <br />i <br />IN —SITU SOILS <br />18" WELL -BLENDED FILTRATION MEDIA <br />(SEE NOTE #1) <br />AGGREGATE BED W/ 6" PERFORATED <br />DRAINTILE (SEE DETAIL AT RIGHT) <br />b: <br />;a <br />ELEV=932.50 <br />TOP WALL=931.30 <br />10'-15" RCP @ 0.00% <br />INV 928.10 <br />POND 2 OUTLET STRUCTURE (OCS A <br />NOT DRAWN TO SCALE <br />PVC SCREW CAP <br />(2 INCHES ABOVE GRADE) <br />SOLID STANDPIPE (MIN 4" <br />NON -PERFORATED SCHEDULE 40 PVC) <br />USE 45 DEGREE WYE AND FITTING <br />OR EQUIVALENT TO CONNECT <br />UNDERDRAIN TO STANDPIPE <br />WATERTIGHT PVC CAP <br />ON UPSTREAM END OF <br />UNDERDRAIP <br />DRAIN TILE CLEAN -OUT <br />NOT TO SCALE <br />WELL -BLENDED FILTRATION MEDIA <br />(SEE NOTE #1) <br />2" CHOKER COURSE <br />O (#8, #78 OR #89 STONE) <br />6" PERFORATED DRAINTILE (NO SOCK) <br />NON —WOVEN GEOTEXTILE (MNDOT TYPE 1) <br />928.50 OVER AGGREGATE <br />12" #57 STONE (AROUND AND ABOVE PIPE) <br />NOTE: OUTSIDE OF BIO-FILTRATION <br />BASIN, USE SOLID PIPE WITHOUT ROCK <br />AND FABRIC <br />DRAINTILE <br />NOT TO SCALE <br />WEIR WALL <br />(FRONT VIEW) <br />6" DIA. ORIFICE <br />INV 928.50 <br />NYLOPLAST 2411 DRAIN BASIN: 2824AG X <br />(1,21 INTEGRATED DUCTILE IRDN <br />FRAME 3 GRATE TO MATCH BASIN Qa. <br />MINIMUM PIPE BURIAL <br />DEPTH PER PIPE <br />(3) VARIABLE INVERT HEIGHTS MANUFACTURER <br />AVAILABLE (ACCORDING TO RECCMMENDATICH <br />pLANSITAKEOFFj {MIN. MANUFACTURING <br />REQ. SAME AS MN. SUMP) <br />{41 VARIOUS TYPES CH INLO & OUTLET ADAPTERS AVAILABLE: <br />4-- 24" FOR CORRUGATED HDPE (ADS N-12AHANCOR DUAL WALL, <br />ADS41ANMR SINGLE WALL), 4-12 HP, PVC SEWER (EX: SDR 35), <br />PVC DWV (EX: SCH 40}, PVC C90WC90&, CORRUGATED& RIBBED PVC <br />WATERTIGHT JOINT <br />(CORRUGATED HDPE SHOWN) <br />i - GRATEMUD COVER SHALL BE DUCTILE IRON PER A57M A53D GME 70- 0Nl <br />2 • FRAMES SHALL BE DUCTI.E IRON PER ASTM A52G GRADE TDrNS. <br />3- - DKAN BA5N TO BE UUSTOM MAKUPAUTUREO ACCORDING TC PLAN DETALa <br />RISERS ARE NEEOF0 T0R BASINS CVER W DUE TOSHIPRNG RESTRICTIONS <br />SEE DUVANG NA 7001-110-06& <br />4 - DRAINAGE CONNECTK:N 5TUR JnIW TI&T1NE5S $HALL CDNFORMTD <br />ASTM 03212 FORCORR}GATED H DFF (ADS 6-12A-MCCR D W4L WALLI. NI2 HF <br />$ PVCSEWEa <br />5 - AEAPTERS CAN BE MOU N7D ON ANY ANGLE 0"TOW. TO DMRMNE MINIMUM <br />ANGLE BETWEEN ADAPTERS SEE DRAMNG NO. 701-11MI2. <br />(5) ADAPTER <br />ANGLES <br />ARIABLE V- 2 9' <br />ArWMNGTO <br />PLANS <br />16" MIN MUM GUIDELINE <br />8- MIN THICKNESS GUIDELINE <br />TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR <br />GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE <br />DESIGNED TAKING INTO CDNSIDERATICN LOCAL SOIL CONDITIONS. <br />TRAFFIC LOADING, & OTHER APPLICABLE DESIGN fACTORS. <br />SEE DRAWING NO. 7001.11D•111 FCRNON TRAFFIC INSTALLATION. <br />(3) VARIABLE SUMP DEPTH <br />ACCCRCING TO PLAN S <br />(V qIN- BASED ON <br />MANU:ACTURING REO.) <br />4' MIN <br />THE BACKFILL MATERIAL {HALL BE CRUSHED gTONE OR OTHER <br />GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS <br />CLASS I I.OR CLASSIII MATERIAL AS DEFINED IN ASTM D2321. <br />BEDDING 9 BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE <br />PLACED & COMPACTED UNIFORMLY IN ACCORDANCE MATH A5TM d2321. <br />G:RATEOPTIONS <br />LOADRATING <br />PART# <br />DIRAVANG0 <br />PEDESTRIAN <br />MEETS H40 <br />24GGP <br />7DD-110-21E <br />5WILARo <br />MEET5 H-2P <br />249BCC5 <br />7DUI-119-217 <br />SOLID COVER <br />MEETS H-2U <br />249SCGC <br />7009-110.218 <br />DOME <br />NUA <br />24.5 <br />7W1-110-219 <br />DROP IN GRATE <br />LIGHT DUTY <br />2401EA <br />7D01-11M75 <br />BUNKER 1316MCKAYDR.NE,SUITE300 AN�6�px�Ay�y <br />HAM LAKE, MN 55304 '111NIOIB��IRAI <br />R01A TYPICAL DETAIL (763) WWW3.ANOKASWCDORG 16 �ImcI <br />mosaw <br />PLAN VIEW PATENT PENDING <br />CROSS-SECTION VIEW PATENT PENDING <br />SLAB DIMENSIONS, DISTANCE FROM CURB, AND CHAMBER ELEVATION MAY VARY WITH SITE ZONDITIONS. <br />THE TOP OF THE METAL GRATE, HOWEVER, SHOULD BE 1.5" - 2" BELOddTHE OVERFLOW ELEVATION AND THE <br />CONCRETE SLAB SHOULD EXTEND WELL BEYOND THE FILTER WALL TO SERVE AS A SPLASH DISSIPATER. <br />928.02 <br />GE <br />H.C. ACCESS <br />I <br />X 933 <br />GE <br />X GE731.JL <br />SIDEWALK NEAR NW CORNER <br />OF BUILDING B <br />DRAWN BY: DESIGN BY: <br />M.Q.A. C.W.P. <br />CHCKD BY: PROJ. NO. <br />M.Q.A. 20-1906 <br />ORIGINAL DATE: <br />MAY 1, 2020 <br />W N O <br />~ M <br />Q - <br />0 O <br />4C) <br />C (a <br />T E �+ <br />Oco <br />N <br />Go <br />0- L 0 <br />ICU C N <br />cnGo <br />.o w <br />•U <br />(C <br />D <br />0- 0 0 <br />CL <br />c U <br />L <br />J <br />LE `0-0 <br />cm <br />Z <br />z <br />W <br />r <br />ca <br />a <br />W <br />CD <br />Na <br />W <br />z <br />z_ <br />0 <br />co <br />O <br />U_ <br />O J <br />_J <br />>0_ <br />co <br />W <br />J <br />� O <br />Q CV <br />_ 6 <br />U N <br />W <br />Q <br />0 <br />U) <br />w <br />O <br />z <br />06 <br />C) <br />J_ <br />Q <br />I— <br />w <br />0 <br />PREPARED FOR: <br />VICTOR LAND <br />HOLDINGS <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />13 <br />2 <br />0 5 10 <br />1 INCH = 10 FEET <br />DETAILS & NOTES I C403 <br />EAGLES LANDING <br />