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• <br />3 PLASTIC DP TES <br />AT LEAST)" APART <br />OMB TENSILE) <br />LOCATED N TOP & <br />OF STEEL POST <br />MATERIALS PER MNDOT 3346 <br />INSTALLATION PER MND012573.301 <br />B Sf3LL CATCH_ <br />- JASM9ROTFCTIDFj. <br />Y <br />61 <br />MSTALLAAICH <br />BASNjRO1605103 <br />8 * ? CLASS RP RAP <br />OVERLYING TYPE 4 <br />GEOTEMLE FABRIC <br />Sir I�i,'•�� <br />f <br />ALOALE CATCH <br />-BASIN PROTECTION <br />NOTE RP RAP SHALL BE EMENDED <br />TO TIE POND BOTTOM <br />'FIELD VERIFY <br />SET <br />FENCE <br />CATEGORY 3 <br />EROSION CONTROL <br />BLANKET <br />TEMPORARY ROCK <br />CONSTRUCTION <br />ENTRANCE <br />PROPOSED BUILDING o <br />ADDITION -FEE =8050' <br />)MATCH EXISTING -FELD VERIFY) <br />•.- pEMPR°DOR <br />5 AWNWM LENGTH STEEL T-POST <br />6 MAMNWMSPACNG <br />POST NIPPLES FACES AWAY FROM <br />GEO1E/TLE FABRIC <br />GEOTEMLE FABRIC <br />S WOE <br />RE COMPACTION ZONE <br />��ROW <br />71111111�� II ��7f117�-11= <br />MACHNE SLICE <br />6 - IT DEPTH <br />I. USE PROPER EQUIPMENT SUCH THAT THE 5016 <br />SLICED. NOT TURNED OVER- <br />2 AFTER 557 FENCE INSTALLATION. COAMACT THE SOIL <br />IMMEDIATE, NEXT TO 1HE OEOIEMLE BY DRIVING <br />OVER R WITH A TRACTOR IRE AT LEAST TWICE <br />OSILT FENCE (MACHINE SLICED) <br />./ <br />RASTAIL CATCH <br />BASIN PROTEC ° <br />5 <br />FEN▪ C(TM fP <br />A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP <br />OF STEEP SLOPES 14:1 OR STEEPER) WHERE EROSION CONTROL. <br />BLANKET 6 PLACED AS PER ME FOLLOWING: <br />1. DC5,6" TRENCH <br />2 LAY BLANKET ENO INTO TRENCH <br />3 STAPLE BLANKET N BOTTOM OF TRENCH EVERY I FT <br />6. BACKFLL TRENCH WITH 50L AND COMPACT <br />5 IF SLOPE LENGTH IL) IS GREATER THAN 100 FT DG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE <br />SLOPE AND STAPLE THE BLANKET M AS N THE TOP TRENCH. <br />OEROSION CONTROL BLANKET <br />0 <br />SILT <br />FENCE <br />NOTES: <br />7/^i <br />Aw.8 - - <br />I RIP RAP DIAL/ MEET TIE <br />REQUIREMENTS OF M ND01 <br />SPEC . 3601 <br />SEE PLANS FOR CLASS OF <br />RP RAP <br />3. DANK DIAMETER N FEET <br />/SEE PUNS' <br />A OUTLETS ON STEEP SLOPES <br />SHALL BE PROVIDED WITH <br />RP RAP FROM THE OLIRET <br />TO THE TOE OF TIE SLOPE <br />MNDOT 3733 TYPE A <br />• GEOTEILE FABRIC <br />MINN :1M 6• BEDDING PER <br />DOT SPEC . 3601.]8 <br />O RIP RAP AT PIPE OUTLETS <br />Nis <br />NSTAII CATCH <br />BASIN PROTECTION <br />NOTE PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY <br />REDUCE THE AMOUNT OF AAANTENANCE R WOULD REQUIRE <br />OTEMPORARY ROCK CONSTRUCTION ENTRANCE <br />1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO TIE <br />START OF GRADING OPERATORS. <br />2 THE ENTRA NCE SHALL BE GRADED SUCH THATPOSRME DRAINAGE <br />DURING CONSTRUCTION 6 PROVIDED. <br />3 THE ENTRANCE SHALL BE MANTANED N SUCH A CONDITION SUCH <br />THAT R PREVENTS MUD TRACKING OFF SITE ADDITIONAL ROCK OR <br />REUCEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICAIIT <br />IF MUDS/AM TO TRACk OFF SIM <br />5 THE ROCK ENTRANCE MAT BE REMOVED )UST AMR TO THE <br />PLACEMENT OF AGGREGATE BASE <br />S CONSTRUCT BERM <br />STAPLE PLASTIC <br />SHEETING AROUND ENTIRE <br />EVERY SIIYPI WASHOUT AREA <br />OCONCRETE WASHOUT <br />NIS <br />1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE <br />16%16 <br />2 CONTRACTOR SHALL REMOVE WASH LIQUID FROM <br />CONCRETE WASHOUT AREA AND DISPOSE OF PER <br />MPCA REQUIREMENTS WHEN WASHOUT AREA <br />BECOMES HALF FULL. <br />0 CONTRACTOR SHALL SELECT THE MOST OPTIMAL <br />LOCATION FOR THE CONCRETE W ASHOU/ <br />STORM WATER POLLUTION <br />PREVENTION PLAN - PLAN VIEW <br />IA <br />J: iri _ <br />■ ,7j <br />J <A aTI1 <br />aI <br />o „knlo <br />:SBA- °IZ <br />III <br />• a:a z <br />�4 :wr <br />• �'. rrU1F xi p, <br />pO'. {R 01 -' . <br />! f: ;Die <br />■ ■ • <br />• <br />Project PO/ <br />!'.3001 <br />15606 D.tike <br />__..:... __ <br />033- - 1;2013 3 <br />P.C.M}On{ <br />.MI <br />0 3 - <br />• <br />5 0 4 51 : 1'.35` <br />.. . . . . . . . . ./- - - - <br />0E1 0! <br />