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CUT: 165.37 YDS <br />FILL : 70.24 YDS <br />SILT FENCE <br />LEGAL DESCRIPTION OF PREMISES <br />The South 354.75 feet of the East 990 feet, except the North 150 feet of the <br />East 323A Feet, thereof, of the Southeast Quarter- of the Southwest Quarter of <br />Section 27, Township 115 North, Runge 23 West of the 5th Principal Meridian. <br />0 <br />0" <br />— 920 — — <br />920 <br />Denotes Iron Marker <br />Denotes Proposed Spot Elevation <br />Denotes Existing Contour Line <br />Denotes Proposed Contour Line <br />Temporary Erosion Controf and Sequencing <br />1. Install perimeter ccintrol fencing per the standard detofl plates. No more than <br />600 linear Feet of silt fence should be: 'continuous and collecting al one paint. <br />Undulate the silt fence or use "sirnles" or crescents of silt fence. <br />41. Use horizontal slope gr ading <br />3. Install erasion controf around any ternporary dirt: stockpile areas. <br />4. The contractor for the project shall inspect all erosion control BMP' s after <br />each r6nf all and repair as necessary +end remove sediment fr"inn silf fences <br />if it reaches 3/3 copacity. <br />5. The contractor shall schedule his operations to minimize the amount of <br />disturbed area at any given time, The contractor shall Ifmit his activities <br />to the clradIng limits as shown. <br />6. Remove call temporary Bf-AP' s once the site has reached final stabilization (a <br />uniform perennial vegetative cover with a density of 70 percent over oil pervious <br />surface +areas), <br />Permanent Erosion Control <br />1, All exposed soile on site must be stabilized with in 3 days: <br />ca. Stabilization ;ars slopes flatter than 4:1 consists of disc—anchored <br />This sur,'rey intends to -show the boundaries of khe obove described property, mulch and seed; stubilIz ation on slopes flatter than 4:1 and in arenas <br />the loccatfoo of ars existing house, building, and play house, the location of of r-oncentr�ated flops consists of erosion blankets and seed. <br />all visible "hardcover"', land the proposed location of a proposed pool, spat 2. Ternporcary mulch and seed is needed for exposed areas which sit fallow for <br />elevations, and grades thereon. IL dor.-.-5 not purport to show any other 3:1 or steeper in 7 dogs, 3.-1 to 30:1 In 14 days, anod flatter than 10:1 in 21 <br />improvements or encroachments. drays. Also Open stockpiles need to have ternporary stabilization V they are to <br />remcin Inactive for more than 7 days. <br />I \ � <br />— \ e CITY OF ORONO <br />SITE PLAN P GRADING PLAN <br />/ L l \ ❑ APPROVED <br />MAPPROVED WITH REVISIONS <br />\ \ ❑ DISAPPROVED <br />DATE <br />3 • 'N <br />0 <br />cry° -- - •i�-•���• <br />Well 7� � •_.,�- —�. \ , <br />°o <br />9® <br />Existing Native Edge i <br />Silt Fe�ce Per Detail <br />/ <br />/ <br />— 0000 - <br />/ <br />/ <br />500' <br />Drain Setback e <br />- Line <br />� j � l ( rJ t <br />Drive Grading Plan <br />ORONO <br />11 <br />` �\ / ...�, / / _ 1002'3.69 , <br />e Existing Stoft l9letl <br />-- \ ,{a— ®101°� . <br />�, � Si I <br />1 14'0^ Sr <br />U r - , <br />— <br />ai <br />/. 1004'4 .7 / - 143.85" <br />1000'9.727" <br />'7.045" <br />/ 7 0 <br />1012'9.063" 1002'11.998" 1002° 1002 <br />w <br />- <br />T006'1L724" 106411.1 20 <br />1006'11.996" <br />1 + 995'8.034"I <br />995'4.46 <br />1 <br />10114.031008'4.4 <br />_ 11 1008'4.4 _ 1008'0" �— a 1070 <br />1010' \\` v <br />Existing Spigo �' /{ <br />S d _ �: _ �1002'11.996" <br />/ 1 � -... -. _... _� I 1002,0, � �pB'b0�96,.. _ � e • <br />l e Co; <br />Silt Fence Per Detail 1012'0" V oow: 9 5' <br />Stfig �c 1OW: 997' f <br />Silt Fence Per Detail <br />I <br />I <br />0 10 20 30 40 50 FT SCBE I„ _20, <br />DRAWN BY <br />C1-ECKED BY <br />DATE <br />DATE OF PR9�IT <br />CRITERIUMA8 <br />SCHINNOWSKI ENGINEERS <br />Paul Schimnowski <br />Criterium-Schimnowski Engineers <br />161 Dunbar Way, Mahtomedi, MN 55115 <br />(651) 779-7700 <br />pschimnoe-criterium-schimnowski .com <br />"I hereby certify that this plan, specification, <br />or report was prepared by me or under my <br />direct supervision, and that I am a duly <br />Licensed Professional Engineering under <br />the laws of the State of Minnesota." <br />Paul D Schimnowski, Reg. No. 40126 <br />No. Date Descmphm <br />1 VS10NE <br />Terra orma <br />DESIGN <br />H A H N R E I DTIENCT <br />agase top, <br />LONG LOOS, lON <br />q Fl� 12d(, N <br />2p�5 - 00441 <br />