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I <br />NOTE: <br />CASTMC: GTCN BASIN M~N11Olf: NEIDIMH R32S0-t ALL CATCH BASINS AND/OR <br />wHEr1 PUCED M CURB uNE MANHOLES WITH FLAT TOP COVER GROUND SURFACE <br />GTCH BASpI MANHOLE: NEENAH R17J3 SLABS MUST HAVE TERMINATING CDVER ~ rrITH TYPE C CRATE MMEN PLACED M PAVEYE?rt MANHOLE SECTIONS. <br />A CONCRETE SADDLE SHALL So. <br />BE POURED AROUND THE CB <br />1MNIl0lf COVER SHALL BE TYPE N RINGS. THIS SHALL NOT, HOWEVER, , , wrtrl 2T ECCEMRIC OPENNC WANE THE CONCRETE GROUT ' ' <br />BETWEEN THE RINGS. CATCH BASIN - NEENAH: <br />GROUP PERIMETER OF CASTING R3250-A WTTH SURMOUNT. CAtG ANO A0.1U5T1NG RMIGS R325O-1 WffH 8812 Ck0 ' REMOVABLE PLUG ~ ON SEWER PIPE <br />~L~' PIPE eARREI OR APPROVED EQUAL i <br />5' LENGTH OF N0.3 REBAR SHALL BE PLACEID i <br />CONCRETE AGIUSTiNG RINGS 0 THROUGH HOLE PROVIDED ' VALVE BOx COVER, 2' HIGH TOP SECTION WITH BERM <br />A ~ (2 MM. - 4 MAX.) b . , IN CASTING AND EMBEDfDED ~ INTO THE CONCRETE, "SEWER" CAST ON LID <br />b MANHOLE TO BE OONSTRUCTED OF PRECAST CONCRETE SECTIONS SEWER PIPE <br />~ i y--- 2" AAlUST1NC RINGS <br />GROUT S~iAll ~ 2 MINIMUM t/8 BEND STANDARD ELBOW <br />4 MAXIMUM .,f BETWEEN P1VE MVERTS 45 DEGREE WYE <br />2r > NFORCED CONC. <br />TCH BASIN, NORTH AR B-18 OR 6" Min. <br />ROVED EQUAL. <br />iL0'N ~ Y ~y <br />FLOW SEWER GROU1 FLOWUNE SEWER PIPE FLOW t" To 2" Washed Rock J\`~i) <br />Ie'' ~ A t2" DUB , ~ , ~ NQIE; lea <br /> Rock size should be 1' to Y in size such <br /> ae MnDOT CA-1 or CA-2 course aggregate. <br />. ~ A geotextila fabric may be used under the rock <br />~r to prevent migration of the underlying soil into <br />PouRED oR PREGST b CONCRETE MANHOLE BASE the stone. <br />POURED OR PRE-CAST <br />(STDRM SEWER) CONCRETE BASE <br />4'-0' THROUGH 9'-0" INSIDE DIAMETER ROCK CON8TRUCTI4N ENTRANCE <br />(NOT TO SCALE) TYPIC TYPICAL CLEAHOUT DETAIL ~-z~-9~, REV; 6-98 GRO-5 <br />D EHD CATCH BASIN DEA -T P CATCH BASIN MANHOLE _ T SiOY-+e SLAB 0 3 9e, aEV: T <br />s-se, aEV: sEw-~7A <br /> DROP INLET WITH GRATE <br /> POLE <br /> SUPPORT NET <br />FILTER FABRIC, MIRAFI ~ ~ MIRAFI • ¦ <br />'ENVIROFENCE' OR EQUAL R EQUAL FlLTER FABRIC <br />SUPPORT NET NEr BACKFlLI , IIIIIII • <br />POLE ¦ • POLE ~ ~ <br /> . <br /> I:~I •.ill`~1'~lil,i iili 'I~" ~I'li~ll~l~ll'~il~ 1 i'. ill 1 <br /> 1111 i~'+il'~t, i•l il'~ '~I1~'~11 ~'~~i Iltl. 1~ilti 1.... nu <br /> ,.~Y <br />DRIVE POLE 24" 24" NATIVE SOIL STRAW BALES STAKED BALES 1x_24" <br />INTO GROUND 9UND WITH 2 STAKES PER BALE FROM INLET <br />r <br />. <br /> `.y, _ ~1 <br />y , :~.~~:V~`: COMPACTED SOIL TO <br />t .`~+;~;•'d:~,i;~:Y~'1~ PREVENT PIPING 2"x2" STAKES <br />•,r:: <br />."/'I~ ; STAKED STRAW BALE <br />i.. <br /> RUNOFF WATER WITH SEDIMENT FILTERED WATER <br />RE ~ RECOMMENDED TOE•IN TRENCH ~~~,~I~ <br />POSTS POSTS SHALL BE SPACED NO GREATER ~,~I. I~N~I <br /> THAN 4' APART 'I;II' <br /> t ,,r,, - ~ . <br /> M <br />z FABF FABRIC 81LTATION FENCE <br />Z CATCH BASIH ERASION <br />Q w CONTROL DETAIL <br />t 1-27-97, REV: C -1T J-98, REV: SEw-SO <br />z <br />w <br />(U <br />7 <br />fU U-1 <br />(V <br />fJ1 <br />U v <br />U ~ PROJECT NAME/SHEET TITLE <br />i - - - - - ~WNFR/~FVELOPER <br />REVISIONS I HEREBY CERTIFY THAT THIS PLAN, 5PECIF1UAIIUN, UK I SCHOELL & MADSUN, IN(.. <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT co rDATE BY REVISION SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEERS* SURVEYORS* PLANNING <br />ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Jot Un JOHN ALLEN LAKEVIEW BUSINESS CENTER 6TH <br />SOIL TESTING + ENVIRONMENTAL SERVICES m TRIAL EQUITIES, L.L.P. j 1 <br />- - 10580 WAYZATA BOULEVARD, SUITE 1 INDUSTRIAl 98 PHONES 18121 332-1122 DATE, DEC, 1998 <br />o, w~ 321 FIRST AVE. NORTH NEW BRIGHTON, MN <br />CD DATE: 12-29-98 REG. NO. 19584 MINNETONKA, MN 55305 321 FIR m (612) 546-7601 FAX: 546-9065 MINNEAF 0 AINNEAPOLIS, MN 55401 DETAIL PLAN <br />MINNETONKA, MN 55305 <br />REVIEWED BY: DATE PHQ 1 X71 <br /> S.M.I. PROJECT NO. 61846-038 SHEET 2 OF 2 SHEETS <br />LL <br />