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• <br />• <br />• <br />NORTH <br />lko <br />14• PINE <br />P. 14• MAPLE <br />Y ElM <br />Azfais <br />12• FINE ^ ' la• ELM <br />'.. MLLLER FUNERAL HOME <br />TOP 902.93 <br />INV 888.51 <br />16• ELM <br />14• ELM <br />2 EL/ <br />lAilargatiL 4a' <br />4M <br />4y <br />EX SAN MH <br />TOP 894.56 <br />INV 887.84 <br />.ORFlQE.'890.0 <br />INV./892.00 <br />1QP 894.6 <br />LF- 15•RCP00.5K <br />/14LF +APRON) <br />GRADING PLAN <br />CURB CUT DECAL <br />O O CL 91 RIP RAP TO BE <br />OOO TO BE PLACE AT <br />AU. CURB CUTS LOCATIONS <br />NOTES <br />PRIOR TO ROUGH GRADING, INSTALL SILT FENCE IN LOCATIIONS 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 ESTABUSHED. <br />SEED TO BE MnDOT TYPE 500, MULCH TYPE 1 (2 TONS /ACRE). <br />SEED FOR PONDINC AREAS TO BE MnOOT TYPE 156 (WET MEADOW MIX). <br />TOPSOIL TO BE RESPREAD TO A DEPTH OF 6 INCHES ON THE FRONT <br />AND REAR PORTIONS OF THE LOTS. <br />EXISTING CONTOURS <br />-830 NEW CONTOURS <br />X 886.2 EXISTING SPOT ELEVATIONS <br />X 886.2 PROPOSED SPOT ELEVATIONS <br />SILT FENCE <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 o duly Professional Engineer under the <br />lows of the State of Minnesota. <br />Susan E. Fussell <br />Date: Lic. No. 25527 <br />BALE CHECK DETAIL <br />DITCH <br />Bala. Plata <br />1 -'edge 5047.E tight <br />T.im a eiry__1 l <br />A <br />SEE DETNL --' <br />BELOW <br />RECOMMENDED SPACING <br />BETWEEN DITCH CHECKS <br />DITCH GRADE (X) <br />SPACING (FT.) <br />2 <br />100 <br />• <br />75 <br />6 <br />50 <br />6 <br />45 <br />10 <br />25 <br />A <br />NOTE <br />Point A must be higher that Paint B <br />NOTE: <br />Two 2 el • 2 in. wood stakes or <br />reinforcing bars in each bale and <br />embedded n the Round 10 F. min. <br />DESIGN CRITERIA (BALES); <br />Storm frequency. 2 x - 4 hr. <br />Max. Mow velocity. 5 ft.3scc. <br />Max. ditch grads'. 50 <br />Max. drainage area. acres <br />2"n2'a4' W000 <br />STAKES 04' 0.C. <br />SILT FENCE <br />PROPEX "SILT STOP" FABRIC OR <br />EQUAL- FASTEN TO STAKES <br />10' MIN. —� <br />BACKFILL <br />—BURY BOTrO <br />FABRIC <br />PROPOSED EMBANKMENT <br />ROCK CONSTRUCTION ENTRANCE <br />NO SCALE <br />OCR c4 3 2.000 <br />GRAPHIC SCALE <br />IN FEET ) <br />11th- 30 1t. <br />DRAWN 91` SEF <br />.08 N0: 569 -001 <br />DATE: 9/11/00 <br />CHECK 6Y. . <br />DAC 4112 569001G <br />WEED 1 of f <br />9 -26 -00 <br />WATERSHED 004840415 <br />SET <br />N0 <br />10/11/00 <br />10/23/0( <br />DATE <br />LOWER 44MSWG <br />OTY COMMENTS 10/5/00 <br />DE5cR1•1KN <br />SEP <br />SET <br />Br <br />CITY OF LINO LME'= 1 <br />METRO <br />IAND SURVEYING <br />A ENGINEERING <br />412 County Road D, Little Canada, MN 55117 <br />Telephone: (651) 788 -0112 FAX (851) 789 -0612 <br />Email: aurreyalmalrola.com <br />