Laserfiche WebLink
2t_31 -22 -14 -0025 <br />1 <br />NORTH <br />PO 27- 30 -22- 04-0020 \ \ <br />Po L- 31- 22 -14-00Q <br />22 -31 -22-14-0022 <br />NO 33- 31_20- 01-0004 <br />Ones 810 SPY MR I•11-001 (DATE: 5/14/011 <br />O+EOr 800 , <br />IJOS <br />dab ND<ZBBO0(a8 SMUT: t d I <br />WEIR DETAIL <br />muss UYEA <br />.•2r <br />%L0 <br />Ic <br />ORME VIEW) <br />.01 11) SCALE <br />(tr• NOMYMALLo moor= <br />mfr.. <br />6 PLOW <br />P.I. <br />\.� <br />ara <br />Twine or t.. -� <br />,\ <br />P.I. <br />q. Bo.s paced on <br />; -- edge butted tight <br />I / <br />/� <br />A` <br />Point 8 <br />%1s <br />� <br />fi <br />t I <br />: <br />%f.2 MabK OA !EP - <br />PIFJt AOOREGIE— _ <br />4100 PRO A00eEG1E A <br />f%L 6 4. 430. *PINT <br />TOE WARM Yam WTI <br />GALVANZED BOLTS <br />Na <br />eel[ <br />DESCRPRON <br />BY <br />i <br />PEREGRINE PASS <br />PRELIMINARY GRADING PLAN <br />BALE DITCH SEDIMENT CHECK <br />.. W11 <br />_, _ - <br />WEIR DETAIL <br />muss UYEA <br />.•2r <br />%L0 <br />Ic <br />ORME VIEW) <br />.01 11) SCALE <br />(tr• NOMYMALLo moor= <br />mfr.. <br />6 PLOW <br />P.I. <br />\.� <br />ara <br />Twine or t.. -� <br />,\ <br />P.I. <br />q. Bo.s paced on <br />; -- edge butted tight <br />I / <br />/� <br />A` <br />Point 8 <br />%1s <br />� <br />fi <br />t I <br />: <br />%f.2 MabK OA !EP - <br />PIFJt AOOREGIE— _ <br />4100 PRO A00eEG1E A <br />f%L 6 4. 430. *PINT <br />TOE WARM Yam WTI <br />GALVANZED BOLTS <br />_ FF1 <br />POMO <br />/0102100 0AOI.0 <br />0• IMAM DEPTH <br />TOE O0AIaRE 02000 <br />N 20050UAm ex <br />I all <br />— <br />11611111 • <br />A <br />__ IXTUL --' <br />BELOW <br />A <br />NOTE: <br />Point A must be 0400 Mat <br />(RAN VIEW) <br />deer TO =Ale <br />__ <br />MOM <br />Fw2r.2h wed aTM.- <br />Of I FOR <br />�� <br />Aaw v 0KMe <br />Ym or i1A:waE • m <br />or e <br />- -- <br />wmmaTAAPs <br />.v4f <br />---"."414 <br />__.......ad <br />iv. rto <br />WO tOCAT•OL <br />_ <br />owur <br />r.[ <br />f -vr a. <br />0000007 <br />•! <br />frAcus <br />B[IIrtDj a�R,y1 CHECKS <br />COIGN WIE1lN tBNttJc <br />............0 2ikle re <br />Ira M ear: i <br />ma 0...1. w< 24we. <br />ma. au= n0 <br />1.0.2 (rr3 <br />Im <br />2 <br />B° -��/ .-...... <br />NOTES <br />SLT FENCE . <br />PRIOR TO ROUGH GRADING, INSTALL SILT FENCE IN LOCA11IONS SHOWN <br />OR AS DIRECTED BY THE ENGINEER. ADDITIONAL SILT FENCE WILL BE <br />REQUIRED WHERE LOCAL CONDITIONS REQUIRE. <br />ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA BASIS TO <br />MINIMIZE UNCOMPLETED AREAS. <br />AS EACH AREA OUTSIDE THE STREET IS GRADED. PROVIDE NATIVE <br />TOPSOIL SEED. AND MULCH ANCHORED WITH A STRAIGHT SET DISC <br />WITHIN 48 HOURS OF FINE GRADING. <br />MAINTAIN AND REPAIR SILT FENCES (INCLUDING REMOVAL OF <br />ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. <br />SEED TO BE MnOOT TYPE 500. MULCH TYPE 1 (2 TONS/ACRE). <br />SEED FOR PONDING AREAS TO BE MnOOT TYPE 15A (WET MEADOW MIX). <br />TOPSOIL TO BE RESPREAO TO A DEPTH OF 6 INCHES ON THE FRONT <br />AND REAR PORTIONS OF THE LOTS. <br />2'x2'x4' 0000 <br />PROM 'SLT STOP' FABRIC OR <br />EQUAL- FASTEN TO STAKES <br />STAKES 04' O.C. <br />DUSTING GRADE <br />_ <br />I <br />I' <br />L #_ <br />I <br />_ <br />.- <br />td MN. <br />•- ` <br />BURY BOTTOM a OF - - - <br />FABRIC <br />PROPOSED EMBANKMENT <br />ROCK CONSTRUCTION ENTRANCE <br />-- -- - -832• - - -- -- EXISTING CONTOURS <br />915 NEW CONTOURS <br />�IJI111 i- r r, <br />t F .z 6�3f <br />I(� A,11l ;,, `' "'"" °` "°' " '� <br />1 <br />q16 d MAY 1 4 1999 <br />t' .:; -- �IYMe12 <br />1 Ir i' Ew . 7 t. i <br />1�II <br />{;I dtlilt. - - <br />'l�lltlt'I <br />NO SCALE 8000 <br />X 686.2 EXISTING SPOT ELEVATIONS <br />NEW SPOT ELEVATIONS <br />TYPE OF WOUSE <br />F. FULL Berri <br />HOUSE PAD AREA W/ GARAGE <br />524.8 ELEVATION <br />E • GARAGE AND SIDE <br />LC/CATION SS REP TO BLDG <br />It SILT FENCE <br />HO BALE CHECK DAM <br />GRAPHIC SCALE <br />(Of Mal ) <br />1 inch -s0 R <br />CERTIFICATION <br />I hereby certify that this plan. specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Professional Engineer under the <br />tows of the State of Minnesota. <br />Susan E. Fussell <br />Date 1(4-?7 Lie. No. 25527 <br />METRO <br />p \fft! /E�C1fEE911f " SURVEYING <br />ENGIMERING <br />• 0 38 Telephone: eatj`des .aitler 66117 <br />Emelt: surveyemetrols.com <br />