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DRAWN BY: DESIGN BY: <br />M.Q.A. C.W.P. <br />CHCKD BY: PROJ. NO. <br />M.Q.A. 20-1906 <br />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 <br />SIZE 0.02"-0.04") AND 15-30% ORGANIC LEAF COMPOST: MNDOT GRADE 2 <br />90VFPATGRADE 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 <br />TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) <br />PROVIDE 3" FIBROUS SHREDDED <br />WOOD CHIPS AROUND NEW <br />PLANTINGS <br />4: 1 <br />PLANT MATERIAL TOLERANT OF INUNDATION AND <br />DROUGHT (NATIVE PLANS RECOMMENDED - SEE <br />SHEET L2) OR USE MnDOT SEED MIX 328 <br />(APPLICATION RATE=88 LBS/ACRE) SEED NOT <br />RECOMMENDED <br />j <br />I' i <br />/�� `\ � I III III � {I III :•:•:.;;;;;;'I <br />NOTE: ALLEVIATE ANY COMPACTED SOILS (BY <br />USING A PRIMARY TILLING OPERATION SUCH <br />AS A CHISEL PLOW, RIPPER OR SUBSOILER) <br />TO 6" MIN. DEPTH PRIOR TO PLACING <br />PLANTING MEDIA <br />RIO-FII TRATIC)N BASIN (P1 <br />N.T.S. <br />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 <br />SIZE 0.02"-0.04") AND 15-30% ORGANIC LEAF COMPOST: MNDOT GRADE 2 <br />i9VR4 TGRADE 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 <br />TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) <br />PROVIDE 3" FIBROUS SHREDDED <br />WOOD CHIPS AROUND NEW <br />PLANTINGS <br />4:1 <br />V%Npo'� 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 />PLANT MATERIAL TOLERANT OF INUNDATION AND <br />DROUGHT (NATIVE PLANS RECOMMENDED - SEE <br />SHEET L2) OR USE MnDOT SEED MIX 328 <br />(APPLICATION RATE=88 LBS/ACRE) SEED NOT <br />RECOMMENDED <br />o <br />EROSION CONTROL BLANKET SUITABLE FOR <br />SEEDING (E.G. STRAW -COCONUT BLANKET) <br />929.50 <br />IN -SITU SOILS <br />NOTE: ALLEVIATE ANY COMPACTED SOILS (BY <br />USING A PRIMARY TILLING OPERATION SUCH <br />18" WELL -BLENDED FILTRATION MEDIA <br />AS A CHISEL PLOW, RIPPER OR SUBSOILER) <br />TO 6" MIN. DEPTH PRIOR TO PLACING (SEE NOTE #1) <br />PLANTING MEDIA AGGREGATE BED W/ 6" PERFORATED <br />DRAINTILE (SEE DETAIL AT RIGHT) <br />1310-FILTRATION BASIN (RAIN GARDEN - P3 <br />N.T.S. <br />DIV <br />LI <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 />UNDERDRAIN <br />906.00 <br />SOLID PIPE J <br />PERFORATED PIPE <br />DRAIN TILE CLEAN -OUT <br />NOT TO SCALE <br />�4 <br />WELL -BLENDED FILTRATION MEDIA <br />(SEE NOTE #1) <br />2" CHOKER COURSE <br />(#8, #78 OR #89 STONE) <br />6" PERFORATED DRAINTILE NO SOCK <br />ANON -WOVEN GEOTEXTILE (MNDOT TYPE 1) <br />OVER AGGREGATE <br />#57 STONE (AROUND AND ABOVE PIPE) <br />NOTE: OUTSIDE OF BIO-FILTRATION <br />BASIN, USE SOLID PIPE WITHOUT <br />ROCK AND FABRIC <br />DRAINTILE <br />NOT TO SCALE <br />PVC SCREW CA <br />(2 INCHES ABOVE GRAD[ <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 CAF <br />ON UPSTREAM END OF <br />UNDERDRAIN <br />DRAIN TILE CLEAN -OUT <br />NOT TO SCALE <br />WELL -BLENDED FILTRATION MEDIA <br />(SEE NOTE #1) <br />2" CHOKER COURSE <br />(#8, #78 OR #89 STONE) <br />6" PERFORATED DRAINTILE NO SOCK <br />04 NON -WOVEN GEOTEXTILE (MNDOT TYPE 1) <br />OVER AGGREGATE <br />906.00 <br />12" #57 STONE (AROUND AND ABOVE PIPE) <br />NOTE: OUTSIDE OF BIO-FILTRATION <br />BASIN, USE SOLID PIPE WITHOUT <br />ROCK AND FABRIC <br />DRAINTILE <br />NOT TO SCALE <br />6" DRAINTLE IE 929.00 <br />INV 927.50 <br />OUTLET CONTROL STRUCTURE A <br />Z <br />TOP WALL= <br />.....: ..::.'.:. ;. ... d. 1 931.30 <br />a� <br />i. • 6 <br />IE=927.00 <br />r: <br />WEIR WALL <br />927.00 <br />NOT TO SCALE <br />WEIR WALL TO BE CONNECTED TO <br />STRUCTURE BY PRE -CAST KEYED SLOT <br />OR BY 3" X 3" ANGLE IRON ALONG <br />EACH SIDE OF THE VERTICAL LENGTH <br />OF THE WALL. CONNECTION SHALL <br />USE 4-3/4" X 3/4" SS WEDGE <br />ANCHOR BOLTS SPACED 6" O.C. JOINT <br />SHALL BE GROUTED AND SEALED TO <br />BE WATER PROOF. <br />48" <br />ELEV=932.00 <br />TOP WALL= <br />931.30 <br />3 <br />1 <br />PRE -CAST CONCRETE <br />ELEV=931.50 <br />WEIR WALL WITH ORIFICE. <br />6„ <br />OUTLET <br />NWL = 928.10 <br />18 _ P/PE <br />15 <br />RCP © <br />RIFICE <br />6" S6 ORIFICE---,, <br />DETENTION BASIN , <br />6" <br />6.50 <br />INV. 927.00 <br />< INV. <br />; <br />9 15" RCP O 0.0 <br />928.10 <br />INV. ®END OF <br />PIPE 926.93 <br />INLET PIPE <br />SUMP=923.00 <br />INR��L�INP►I <br />•• G•i <br />�1 .'i:NNNN�IINNNNE. <br />aounuu�uu <br />7.T000u000►� <br />��iiiiiiiiiiiiiiiii <br />uouumuuu��oil <br />mommommm"mommill <br />"�o�oouo�oY <br />�auuauuuri <br />umL_uumu: <br />���ili�a_ <br />• V : I I yl� <br />•- I -: I <br />oil • • <br />OUTLET CONTROL STRUCTURE B WITH WEIR WALL <br />(NOT TO SCALE) <br />NYLOPLAST 24" DRAIN BASIN: 2824AG X <br />(1,2) INTEGRATED 04111-E IRON <br />FRAME & GRATE TO MATCH HASIN O.I). <br />MINIMUM PIPE BURIAL <br />DEPTH PER PIPE <br />(3) VARIABLE INVERT HEIGHTS MANUFACTURER <br />AVAILABLE (ACCORDING TO RECCMMENDATICN <br />pLANSITAKEOpFj {MIN.MANUFACTIfPJNG <br />REO. SAME AS MN. SUMP) <br />14) VARIOUS TYPES CF INLET & OUTLET ADAVVERS AVAILABLE: <br />4'-24" FOR CORRUGATED HDPE (ADS N-12)HANCOR DUAL WWI, <br />ADSIFIANCOR SINGLE WALL), 4-12 HP, PVC SEWER (EX: GDR 35}, <br />PVC DWV (EX: SCH 4% PVC 090=19M, CORRUGATED& RIBBED PVC <br />WATERTIGI ET JOINT <br />(CORRUGATED HOPE SHOWN) <br />1 - GRATE&60LID COVER SHALL BE DUCTILE IRONPER A57MA536 GRADE 70.ON5. <br />2 • FRAMES SHALE BE DUCTILE IRON PER ASTM A526 RWE TD+, NS. <br />3 - UKAIN WIN TO SE CUSTOM MANUFACTURED AOCORUING TC PLAN DET41.& <br />RISERS ARE NEEDED FOR RASINS OVER W DUE TO SHIPPING RESTRICTIONS. <br />SEE DHAMNG NO. 7WU 410-06& <br />4 - DRAINAGE CONNECTION STUR.ICINT TI&Ti M $HALL CONFORMTO <br />ASTM D3212 FORCORRUGATED HDPE (ADS Nl•17H#ANCOR CL1AL WALLI. NI2 HE <br />6 PVt5EWER. <br />5 - ADAPTERS CAN BE MOUNTED CHI ANY ANGLE O"TOW. TO DETERMINE MINIMUM <br />ANGLE BETWEEN ADAPTERS SEE ORAVdNG NO. 7001-11MI2. <br />16" MIN WIUTH GUIDELINE <br />$" MIN THICKNESS GUIDELINE <br />TRAFFIC LOADS: CONCRETE SLAB DIM ENSICNS ARE FOR <br />rsI ADAa ER <br />GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE <br />ANGLES <br />DESIGNED TAMING INTO CONSIDERATION LOCAL SCIL CDNDM0NS. <br />L <br />ANLaeLE ` <br />TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. <br />AGCORUNGTo <br />PLANS <br />SEE DRAWING NO. 7001.11D•111 FCRNON TRAFFIC INSTALLATION. <br />(3) VARIABLE SUMP DEPTH <br />ACCORDING TO PLANS <br />(V MI N- BASED ON <br />MANUFACTURING RECQ <br />4" MIN <br />THE BACKFILL MATERIAL SHALL BE CRUSHED STONEOR QTHER <br />GRANULAR MATERIAL MEETING THE REQUIROMENTS OF GL M i. <br />CLASS 11, OR CLASS III MATERIALAS DEFlNED IN ASTM 02321. <br />BEDDING I BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE <br />PLACED & COMPACTED UNIFORMLY IN ACCORDANCE W17H ASTM 02KT. <br />GRATFOPTIONS <br />LOADRATING <br />PARTII <br />DRAWING <br />PEDESTRIAN <br />MEETS H-11) <br />24161:GP <br />700P-11{1-211 <br />gTAreUARl7 <br />MEET3 H-211 <br />24BBCG5 <br />7pp1-1%'-217 <br />SOLID CCVER <br />MEETS H,211 <br />249SCGC <br />7001-11&2]B <br />DOME <br />NVA <br />2489CGU <br />7001-114219 <br />ORGP IN GRATE <br />LIGHT DUTY <br />2401OI <br />7001IA154175 <br />BUNKER <br />1315 MCK AY Dd. NE, SUITE 300 AK16K A <br />R N TYPICAL DETAIL <br />HAM LAKE, MN 55309 'ONRERVAiRN <br />Q6" www3� KASWCD.ORG �stRlct <br />••ram <br />PLAN VIEW <br />PATENT PENDING <br />EXISTING PAVEMENT <br />CURB CUT OPENING (WIDTH VARIES) <br />4 <br />CONCRETE APRON <br />° <br />° <br />d <br />(DISTANCE FROM BACK OF CURB VARIE% <br />e <br />° e <br />J <br />RAIN GUARDIAN <br />zb <br />CONCRETE PAD <br />CROSS-SECTION VIEW <br />PATENT PENDING <br />CURBCUTAPRON <br />GUTTERLINE <br />INLET <br />RAIN GUARDIAN <br />loz" <br />6" <br />CONCRETE PAD <br />CLASS V AGGREGATE <br />SUBSOILS <br />SLAB DIMENSIONS, DISTANCE FROM CURB, AND CHAMBER ELEVATION MAY VARY WITH SITE CONDITIONS. <br />THE TOP OF THE METAL GRATE, HOWEVER, SHOULD BE 1.5" - 2" BELOW THE OVERFLOW ELEVATION AND THE <br />CONCRETE SLAB SHOULD EXTEND WELL BEYOND THE FILTER WALL TO SERVE AS A SPLASH DISSIPATER. <br />ORIGINAL DATE: <br />MAY 1, 2020 <br />Z <br />O <br />ry <br />U <br />U) <br />w <br />0 <br />Z <br />O <br />> <br />w <br />w <br />Q <br />0 <br />0 <br />~ <br />(14 <br />E <br />N <br />E <br />M L <br />M <br />0 <br />a� 0 <br />Q <br />Z <br />C <br />J <br />0) <br />(0 C CE ' <br />�.LDLU <br />.L <br />I� <br />cc <br />O <br />Q <br />CO <br />to a)w <br />O <br />(TI CD <br />Q' <br />O <br />L <br />Q <br />N <br />Uo <br />m <br />CD <br />0 -0 <br />Q <br />0 <br />Z <br />Z <br />W <br />NMI <br />ca <br />W <br />y <br />W <br />C <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 />DETAILS & NOTES I C� <br />EAGLES LANDING ■ <br />