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GS'MG: NOTE: <br />GTCH BASIN NMVllOlf: NEETMH RJ260-1 WHEN pip ~ ~g UNE ALL CATCH BASINS AND/OR <br />MANHOLES WITH FUT TOP GTCN 8AS1N MANHOLE: MEEAAN R1733 SUBS MUSE HAVE TERMINATING COVER <br />WITH TYPE C GRATE wFIEN PLACED M PAVEMENT MANHOLE SEC110NS. COVER GROUND SURFACE <br />A CONCRETE SADDLE SHAM <br />MANHOLE OOVEtt SHALL BE TYPE M BE POURED AROUND THE CB wrr?I 2T ECCENTRIC OPE?ING RINGS. THIS SHALL NOT, HOWEVER, so. <br />W TH N R RO ~ ' ; ANE E CO C ETE G UT <br />CATCH BASIN - NEENAH: BETWEEN THE RINGS. ' ~ RJ250-A WIFH SURMOUNT. Cd~G ' <br />P~ RJ250-1 WITH 8812 CdIG ' REMOVABLE PLUG <br />OR APPROVED EQUAL ~ ~ ON SEWER PIPE i <br />S' LENGTH OF N0.3 < . CONCRETE ADJUSTRIO RINGS 0 REBAR SHALL BE PLACED i <br />b MIN. - /MAX.) THROUGH HOLE PROVIDED ' IN CASTING ANO EMBEDDED VALVE BOX COVER, 2' HIGH TOP SECTION WITH ~ ~ PERM <br />' i IN10 THE CONCRETE. "SEWER" CAST ON LID <br />b MANHOLE TO BE CONSTRUCTED OF <br />r VARIES PRECAST CONCRETE SECTIONS (4'7 - i SEWER PIPE l <br />z• ADJUSTiNC RINCs <br />ONOUT SHALL ~ 2 MINIMUM BETWEEII ~ 4 MAXIMUM t/8 BEND STANDARD ELBOW ' <br />' sr REINFORCED CONC. a 45 DEGREE WYE <br />TCH BASIN, NORTH AR B-18 OR <br />PPROVED EQUAL. 5" ti Min. <br />FLAW <br /> i~ <br />GROUT FLOwuNE FLOW SEWER SEWER PIPE FLOW 1" To 2" Woshed Rock J\tia i <br /> i i i, i, i,. ~~Q ~ <br />}r. ~ S VARES ; } Rock size should be 1' to 7' in size such ~ <br /> os MnDOT CA-t or CA-2 course aggregate. <br />+r A geotextile fabric may be used under the rack <br />~ PouREn oR PRECAST ~ CONCRETE MANHOLE SASE to prevent migration of the underlying soil into the stone. <br />(STORM SEWER) POURED OR PRE-GIST CONCRETE BASE <br />4'-0" THROUGH 9'-0" INSIDE DIAMETER <br />(NOT TO SCALE) ROCK CONSTRUCTION ENTRANCE <br />TYPIC~ . DEAD END CATCH BA81N SLAB TOP CATCH BASIN MANHOLE TYPICAL CLEANOUT DETAIL ~-s~-9~, REV: 6-9D <br />5-9E, REV; SEW-47A 3-96, REV: NTT 5EW-48 <br /> DROP INLET WITH GRATE <br /> POLE <br />fE STREET <br /> SUPPORT NET aiuui uuuuumro ~mnuuu loin <br />HYDRANT FILTER FABRIC, MIRAFl IIRAFI nunw nunuu nm mmK i u n i ~ nauw uunuu~inm nunn~iln ilnli ~ mnall nulllulllum nnnnullW i n ~ ~ <br />"ENVIROFENCE" OR EQUAL EQUAL FlLTER FABRIC <br />I SUPPORT NET eaclcFlLL 1111111 ' <br />EXISTING OR FtlTURE I VALVE BOX CURB OR GUTTER IJNE POLE !LE ~ ' ' <br /> ` 4 . ~ <br /> ~ liliiii iiiiiiin ~i~iiia iiii~ili~ nnnnnamn ~ uuunun nnnm~ uu~ ~ ai <br />I ~ DRIVE POLE 24" <br />3~_~ ~ REQU~ 10' TYPICAL INTO GROUND ND NATIVE SOIL w~ 2 ~STLaKES TPERDBALE BALE'S 12'-24' FROM INLET <br />I <br />MIN 1 nu rn of ,-1~r CLEAR ~ . <br />ROCK ~ <br />I I n ~ 1 COMPACTED SOIL TO <br />` ~;r ;,.i, `;,:`~:.'~;t!''~~~",;~; PREVENT PIPING 2"x2' STAKES <br /> 1 ~.~.r'I STAKED STRAW BALE <br />.v. '~.5; <br />•,j; •,i; 2 LAYERS OF ~ GATE VALVE TEE RUNOFF WATER WITH SEDIMENT FILTERED WATER <br />TAR PAPER OR POLY CONCRETE BASE <br />RE M~ RECOMMENDED TOE•IN TRENCH n., <br />POSTS E TIE ACROSS ALL POSTS SHALL BE SPACED NO GREATER - - ~ <br />JOINTS TO TEE ON MAINLINE. THAN 4' APART ; <br />z <br />w Y <br />HYDRANT DETAIL FABRIi Z FABRIC SILTATION FENCE <br />H Q <br />w lLl Z CATCH BASIN EROSION <br />H CONTROL DETAIL <br />Z 1-Y9, REV: WiM-3A i-27-91, REV: w - 7 J-98, REV; SE1V-SO <br />rn rn <br />m <br />0 <br />ai N <br />O <br />l~ <br />L <br />Q a <br />m <br />REVISIONS I HEREBY CERTIFY T11nT THIS PLAN, SPECIFICATION, OR OWNER DEVELOPER PROJECT NAME/SHEET TITLE <br />R, oronvr wec o~ronrxn w uc no iiunro uv niorrr ~run~l I ~i VA~~nN INS <br />F" DATE Ely pWIM 111- WIN' .r i n". ryNw "I ML- vn vnvuX MI v"PrlVIi V V 1 1 V "ice N III/'l V V V 1 11 11V• <br />1D 1- - ADD DETAIL WAT- A SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEERS* SURVEYORS + PLANNING 27 99 JAZ DD DET L 3 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JOHI JOHN ALLEN LAKEVIEW BUSINESS CENTER 6TH <br />C SOIL TESTING + ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD, SUITE 1 INDUSTRIAL TRIAL EQUITIES, L.L.P. <br />m DATE: 12-29-98 REG. NO. 19584 MINNETONKAI MN 55305 321 FIRS' 21 FIRST AVE. NORTH NEW BRIGHTON, MN <br />CD (612) 546-7801 FAX: 546-9065 <br />MINNEAP( 'IT MINNETONKA, MN 55305 co REVIEWED BY: DATE NNEAPOLIS, MN 55401 DETAIL PLAN <br />PHONEi HONE. 16121 332-1122 AT ; pEc. 199 <br />w S.M.I. PROJECT NO. 61846-038 SHEET 2 OF 2 SHEETS <br />