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ECRANDVIEW <br />1'ORM WATER POLLUTION <br />PREVENTION PLAN <br />City of Lino Lakes, Minnesota <br />ESWPPPI <br />WIMCO INLET PROTECTION <br />NOT TO SCALE <br />5' <br />NOTE THE CONTRACTOR. AT HIS OPTION. MAY SUBSTITUTE <br />A GEOTEXTBE FABRIC, SPEC. 3801 FOR THE GRANULAR <br />FILTER BLANKET UNLESS 0114ERWISE SPECIFIED IN THE <br />PLANS. THE FABRIC SHOULD COVER THE AREA OF THE <br />RIPRAP. <br />RIP -RAP OVERFLOW <br />NOT TO SCALE <br />6' MINIMUM <br />WASHED ROCK <br />BOCK CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />LW- 2.W SEE SEC. A-A <br />Nag <br />B-9 <br />5 X MA. <br />NOTE: 114E CONTRACTOR, AT 155 OP110L NAY SUBSTITUTE <br />A GDIEYIAE FABRIC, SPEC. 3601 FOR DE GRANULAR <br />FUER 01311RT 18414 001SRMS£ SPEWED N OE <br />PLANS. THE FAB= 9HCOD CONDI 11E AREA Ir THE <br />WRAP AM EXTEND UNDER THE CULVERT APRON 3 FEET. <br />RIP -RAP DETAIL <br />NOT TO SCALE <br />NOTES: <br />- ALL JOINTS SHALL BE SOLVENT MELD EXCEPT AS NOTED. <br />- ALL PIPE TO BE SCHEDULE 40 <br />SERVICE CLEAN OUT <br />Y X Y WOOU OR STEEL. <br />POST 7 -Y 0.0 <br />MME MESH REINFORCEMENT, STD. <br />FIELD FENCE MK 30' HIGH, MAX- <br />MESH SPACING OF 6' AND MIN. <br />14-1/2 GAUGE WIRE I5 OPTIONAL <br />GEDTEXTI.5 FILTER FABRIC - <br />OVERLAP 6' AND FASTEN AT 2' <br />INTERVALS LAY FABRIC IN TRENCH. <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL TRENCH WRN TAMPED <br />NATURAL S02 <br />DIRECTIO8 OU RUNOFF <br />EXTEND WIRE MESH <br />ono TRENCH <br />AIPPORT•POST <br />ANCNORAOE EN -SITU S. <br />NOTES. <br />1) WIRE MESH 15 NOT REWIRED. <br />2) CONTRACTOR IS RESPONSIBLE -FOR <br />REMOVAL OF ALL EROSION CONTROL <br />MATERIALS FOLLOWING TURF <br />ESTABLISHMENT. <br />EROSION CONTROL FENCE <br />NOT TO SCALE <br />NOT TO SCALE <br />HINGED GRATE <br />ELEV= 890.10 <br />TOP WALL= 889.75 <br />10' DIAN, ORIFICE <br />INV 888.75 <br />WEIR WALL <br />PLANT MATERIAL TOLERANT OF <br />INUNDATION AND DROUGHT (NATIVE <br />PLANTS RECOMMENDED) OR USE MnDOT <br />5® MIXTURE 328 (RA1E =88 IBS /ACRE) <br />ELEV■867.75 <br />ELEV- 867.26 <br />ELEV- 886.24 <br />2' MW. <br />5/8' B RO <br />WELD ALL <br />TYPI <br />I— ll' =1��`.ii =-1 <br />=11 mil= <br />NEIL- GRADED PLANTING <br />MEDIUM (SEE NOTE 11) <br />AGGREGATE <br />(SEE NOTE #2) <br />NON -WOVEN GEOTEXILLE <br />(MnDOT TYPE 1) OVER <br />AGGREGATE <br />C PERFORATED DRAIN <br />W/ SOCK <br />INV 886.25 <br />(EXTEND. TO MANHOLE) <br />1/4' STEEL <br />BAND <br />l/4 STEEL <br />PLATE <br />EL.EV= 890.60 <br />/2" :AMMER, ANCHOR <br />BOLT. MINIMUM 4' <br />EMBEBMENT <br />ELEV =886.25 <br />ELEV= 886.25 <br />6' °RAINDLE <br />INV 886.25 <br />(ENTERS THIS SIDE OF WEIR WALL) <br />STABILIZATION BLANKET (SEE NOTE 83) <br />18' WELL- GRADID PLANTING MEDIUM <br />(SEE NOTE $1) <br />IN-SITU SOILS <br />AGGREGATE BED W/ 6' PERFORATED <br />DRAWEE W/ SOCK (SEE DETAIL AT LEFT) <br />BASIN NOTE5 <br />1. WELL- GRADED PLANTING MEDIUM TO BE COMPRISED OF (BY <br />VOWME <br />400 SEMI- COURSE WASHED OR NATIVE SAND <br />300 MnDOT GRADE - 2 COMPOST <br />300 NATIVE TOPSOIL <br />2. AGGREGATE SHALL BE THE FOLLOWING: <br />1' -t.5 DOUBLE WASHED STONE <br />1/4•-1/2 WASHED RIVER RUN PEA GRAVEL <br />3. STABILPATION BLANKET 10 BE SUITABLE FOR SEEDING (E.G <br />STRAW - COCONUT BLANKET). <br />4. NO MINING OF SANDY SOILS ALLOWED IN BASIN. <br />5. FINAL GRADE ONLY UPON STABIUZATION OF UPSTREAM AREAS <br />6. RIO- FILTRATION BASIN TO REMAIN UNLINED. <br />7: PROTECT BASIN FROM RUN -OFF DURING LOT CONSTRUCTION <br />ACTIVITIES. CONSTRUCT BASIN ONLY UPON STABILIZATION OF <br />UPSTREAM AREAS <br />8. USE NON - PERFORATED DRNNTILE OUTSIDE OF BASH. <br />RIO- FILTRATION BASIN <br />NOT TO SCALE <br />1/2' TIP. <br />GRATE GALVANIZED <br />1 <br />1/4' THICK BY 1 I/2' NIDE BY <br />56 5/8' LONG STEEL PLATE <br />B' LONG HINGES <br />MOONY 1/2 PN <br />STEEL BARD 1/4' THICK -BY <br />1 1/2' WIVE BY 7 -6 5/8' LONG <br />WRAPPED AROUND AND <br />WELDED TO STEEL RCM <br />CONCRETE OUTLET STRUCTURE <br />NO SCALE <br />51 <br />I/O. DIAMETER. 8' LONG <br />THREADED ANCHOR BOLTS <br />MTH 1 1/4' FLAT WASHER <br />AND NUT N 4 LOCLTIONS <br />STEEL 8005 <br />0.C. EACH WAY <br />WAD AT EACH <br />INTERSECTION <br />STEEL PLATE 1/C TRICK <br />WELDED TO STEEL RODS <br />- TYPICAL, 4 LOCATIONS <br />TOP VIEW <br />EfVED <br />MAY 1 4 2007 <br />CfTY OF LJNO LAKES <br />DRAM BY: <br />B.J$ <br />CHCKO BY <br />C.C.S <br />DESIGN BY. <br />C.C.S <br />PROJ. NO. <br />07 -1131 <br />ORIGINAL DATE <br />NAY 14, 2007 <br />REVISION DESCRIPTION <br />5O <br />a <br />us <br />1 <br />x <br />E. <br />ROYAL OAKS <br />REALTY <br />1000 COUNTY RD EWNST <br />SHOREVIEW, MN 55128 <br />PHONE (651) 482 -5518 <br />SITE - PLANHLNG <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, IN <br />6776 LATE DRIVE <br />SUITE 110 <br />LINO LOS, MN 55014 <br />PHONE (651) 381 -8213 <br />FAX (851) 381 -8701 <br />C4 <br />