Laserfiche WebLink
GRANDVIEW <br />$TORM WATER POLLUTION <br />PREVENTION PLAN [SWPPP) <br />City M Lino lades, Minnesota <br />MOO INLET PBOiECuON <br />NOT 10 SCALE <br />5. <br />GRANULAR FLIER BLMOET <br />(SEE NOTE) <br />NOTE IRE CONTRACTOR. AT HIS OPTION, MAY SUBSTITUTE <br />A GEO1EXIV.E FABRIC, SPEC. 3501 FOR WE GRANULAR <br />FILTER BLANKET UNLESS OTHERWISE SPEOF ®N THE <br />PLANS. FABRIC SMXBD COVER THE AREA OF DIE <br />RIP -RAP OVERFLOW <br />NOT TD SCALE <br />ROC[ CONSiIORTION EBiMANCE <br />NOT TO SCALE <br />11- PAT Sff >S A-A <br />NOR WE OOORAODL AT NS OP71E0. NAY 0606165 <br />A WARE[NL PILING. W16. 3001 F1R111E MIRROR <br />RUM RiANR= OMER 01BIE SPEOFID M 1E <br />RAM. 11E PANR 0 01RD GORR M AREA OF 1E <br />WRAP AN DI10D NCO lE NLVRT APR11I S FRT. <br />WP -BAP DETAIL <br />NOT TO SCALE <br />ATTACHMENT 6 <br />NOTE0 <br />- ALL MINTS SHALL E SOLVENT WELD 0RCEPT AS NOTED. <br />— ALL PFE 70 E SCHEDULE 40 <br />SERVICE CLEAN OUT <br />Y X.r wow "OR STEEL <br />POST •-r 0.C. <br />WIRE MESH REINFORCEMENT, STD. <br />FEND FENCE. NN. 30 HIGH, MAX. <br />MESH SPAC140 OF 6' AND MN. • <br />14 -1/r 0AURE W8E IB OPTIONAL <br />8EOIEXILE FLIER FABRIC = <br />OVERLAP 6' AND FASTEN AT 2' <br />NIERVALS. LAY FABRIC N TRENCH. <br />FABRIC ANCHORAGE TRENCH. <br />BACKED. TRENCH NATURAL SOIL 1611i ili TAMPED <br />EXTEND WME MESH <br />INTO 1RENCH <br />ANCHORAGE R4-STU SOIL.- <br />= <br />1) MOUE RESIT IS NOT REQUIRED. <br />2) CONTRACTOR IS RESPONSIBLE fOR <br />REMOVAL OF ALL EROSION CONTROL <br />MATERIALS FOLLORNG TUFF <br />ESTABU996NT. <br />EROSION CONTROL FENCE <br />NOT TO SCALE <br />NOT TO SCALE <br />INCED GRA <br />1 <br />5/6' 0 <br />WELL- TREADED PLANING <br />MEDIUM (SEE NOTE /1) <br />AGGREGRIE <br />(SEE NOTE {2) <br />NON -WOVEN GEOTEXT115 <br />(WIDOT TYPE 1) OVER <br />AGGREGATE <br />C PERFORATED DRAIN <br />2/ SOCK <br />886.25 <br />(EXTEND TO MANHOLE) <br />1/4' STEEL <br />BAND <br />WELD <br />6e <br />�4D6' <br />; _ EIFV=990.60 <br />1/4' STEEL <br />PIATE <br />ELEV- 890.10 <br />TOP WALL=889.75 <br />10' DIAL ORIFICE <br />INY 888.75 <br />WEN WALL <br />/2' RNAMMER. ANCHCW <br />60.T. INOWM 4' <br />EASE IDIT <br />ELEV =88625 <br />6' DRAINIILE <br />NY 886.25 <br />(ENTERS THIS SIDE OF 1EIR WALL) <br />110.6000150 <br />1. WELL-GRADED PLANTING NEDRA/ TOE COMPRISED OF (BY <br />VOWMEK <br />40.5 SEMI -COURSE WASHED OR NATIVE SAND <br />302 M11DOT GRADE 2 COMPOST <br />302 NATIVE TOPSOIL <br />2. AGGREGATE SHALL E THE FOLLOWING <br />1' -1S DOUBLE WASHED SIDE <br />1/$ -1/2' WASHED RHEA RUN PEA GRAVEL <br />3. STABILIZATION BLANKET TO E DATABLE FOR SEEDING (E.6. <br />STRAW -COCONUT D ANKET). <br />4. NO 10240 OF SANDY SOBS ALLOWED N BASIN. <br />5. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. <br />6. 810- FLTRMION BASIN TO REMAIN UNLINED. <br />7. PROTECT BASIN FROM RUN -OFF DURING LOT 004SIROLTION <br />*011811155. AREAS. BASIN ONLY UPON STABIUZAlION OF <br />B. USE NCH-PERFORATED ORAW1LLE OUTSIDE OF BASIL <br />BI0- FNiIAfON BASIN <br />NOT TO SCALE <br />1/2' TTP. <br />GRATE GALVANIZED <br />Rr tam moo <br />MNWN 1/2' <br />5 <br />1/4' 55 � 11516 5150. PLA1E <br />1/2' OAMETR. 6' LONG <br />TREADED ANCHOR BOLTS <br />1110 1 1/4' FLAT WASHER <br />AND NUT N 4 LOCATIONS <br />51011. BAND 1/4' 1100 BY <br />1 1/2' AWE BY 7'-B 5/B' I2:045 <br />WRAPPED AROUND AND <br />MELDED 1O STEM ROBS <br />CONCREiE OUTLET STROCiVRE <br />NO SCALE <br />TOP VIEW <br />16' STEEL RODS <br />4 QC, EACH WAY <br />NE1D AT EACH <br />NTERSECIIOI <br />STEEL PIAIE 1 4' ROCK <br />MELDED 1D SM. RODS <br />1151501. 4 MATION1 <br />DRAWN TRY: DESIGN BY: <br />84.8. C.C.S. <br />0400) BY: PRO& NO. <br />C.C.S. 07 -1131 <br />ORIGINAL DATE <br />. MAY 14. 2007 <br />z <br />S3 <br />ROYAL OAKS <br />REAM <br />1000 COUNTY RD $1641 <br />QHOREIIEL 1111 55128 <br />PHONE (651) 483 -5518 <br />srrA lewl6c <br />k ZNOINITERING <br />PLOWE <br />BIGINEBUNI <br />BTm TAKE lova mt <br />sorra 110 <br />TAD 11108, MN 55014 <br />PEONS (651) 301 -8215 <br />HA& (651) 981 -8701 <br />C4 <br />