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N <br />Iq <br />a� <br />M <br />W <br />0 <br />0 <br />0 <br />O <br />0 <br />0 <br />Ii <br />S 88°49' 19" E <br />DICKEY <br />LAKE <br />/ 75' <br />/ SETBACK <br />LINE <br />i <br />i <br />L0 <br />�- <br />°no k set pe.' N 88°49' 19" W 493.48 <br />Case Na. 15093 <br />CERTIFICATE OF SURVEY FOR <br />LESLIE N. HAHN <br />IN THE SW 1/4 OF SEC. 27-118-23 <br />HENNEPIN COUNTY, MINNESOTA 00ND CDP <br />666.74 <br />.__........_—......._...._..... .. .. _...... ......_...__.....__.._....._................. ...__._._._—......--- <br />NOTE: APPR0X6MATELY L S IL IS YARDS LA , _.— ...... <br />EXCAVATEE POOL SOIL IS TO BE PLACED /, Planning & Zoning Plan R9VIM - A <br />AND GRADED INTO A PLANTED MULCHED <br />BERM WITH A MAXIMUM 3:1 SLOPE. MATERIAL I <br />WILL STAY OUT OF THE 30' SETBACK <br />m ; e , s p.oIM <br />A.JZ Site Plan Review Date: <br />APPROVED <br />CAPPROXIMATELY 150i EXCAVATED POOL CUBICSOIL 0 BE / / / / ' I ' o/o / �rn W PPROVED WITH REVISIONS (see notes., <br />PLACED AND SODDED WITH A / / 10 <br />MAXIMUM OF 4:1 SLOPE O C] DENIED o <br />f99+.,)/ / /ice i / I '/ / Sp1 .b O .. LO <br />/ i /m % M % j 'P, EXISTING _ t, <br />Po <br />A�7WIf: <br />T seD/ /� / / / BUILDING I <br />150'SETBACK �%- (9vs.>)'\ / / 998.5 / / I ,�1 %X O : <br />FROM O.H.W. I� 1 <br />/r�ROPOS <br />hP CONCRETE o <br />DRIVEWAY 'a i <br />I S 88°49' 19" E 323.47 - <br />/, <br />/DECK m <br />/ EXISTING e <br />i qy9 <br />HOUSE ; <br />BLACKTOP <br />SETBACK / 1 f,ms3� Doug- ' DRIVEWAY 500' <br />EAST LINE OF SE 1/4 <br />LINE >za P0Rg1 SETBACK \ // SEC. 27-118-23 <br />® LINE /�j <br />990.0– <br />/ I BLACKTOP <br />/ DRIVEWAY /'/ <br />s <br />/ <br />' BLACKTOP a <br />i I / / DRIVEWAY <br />/ SOUTH LINE OF SE 1/4 <br />496.73 <br />33 <br />0 <br />O <br />N <br />37 <br />CD <br />O <br />O <br />O <br />O <br />O <br />M <br />Temporary Erosion Control and Sequencing 990.21 �� I MaasNr-ice <br />LEGAL DESCRIPTION OF PREMISES <br />1. Install perimeter control fencing per the standard detail plates. No more than <br />The South 354.75 feet of the East 990 feet, except the North 150 feet of the 600 linear feet of silt fence should be continuous and collecting at one point. <br />East 323.4 feet thereof, of the Southeast Quarter of the Southwest Quarter of Undulate the silt fence or use "simles" or crescents of silt fence. <br />n w t Section 27, Township 118 North, Range 23 West of the 5th Principal Meridian. 2. Use horizontal slope grading 33 I 33 <br />3. Install erosion control around any temporary dirt stockpile areas. <br />4. The contractor for the project shall inspect all erosion control BMP's after , I <br />o denotes iron marker each rojnfoll and repair as necessary and remove sediment from silf fences <br />if it reaches 1/3 capacity. <br />(908.3) : denotes existing spot elevation, mean sea level datum 5. The contractor shall schedule his operations to minimize the amount of <br />' disturbed area at any given time. The contractor shall limit his activities <br />denotes proposed spot elevation, mean sea level datum to the :grading limits as shown. <br />6. Remove all temporary BMP' s once the site has reached final stabilization (a <br />denotes existing contour line, mean sea level datum uniform.. perennial vegetative cover with a density of 70 percent over all pervious <br />1 u -r surface areas). <br />——' denotes proposed contour line, mean sea level datum <br />Permanent Erosion Control <br />Bearings shown are based upon on assumed datum. -30 0 30 60 90 <br />^_ �l 1. All exposed soils on site must be stabilized with in 3 days: <br />a. Stabilization on slopes flatter than 4:1 consists of disc -anchored <br />This survey intends toshowthe boundaries of the above described property, mulch and seed; stabilization on slopes flatter than 4:1 and in areas <br />I( xr the location of an existing house, building, and play house, the location ofof concentrated flows consists of erosion blankets and seed. <br />l.' all visible hardcover", and the proposed location of a proposed pool, spat 2. Temporary mulch and seed is needed for exposed areas which sit fallow for S C A L E I N F E E T <br />elevations, and grades thereon. It does not purport to show any other 3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21 <br />improvements or encroachments. days. Also open stockpiles need to have temporary stabilization if they are to <br />remain inactive for more than. 7 days. <br />REVISIONS DESIGNED I hereby certify that this plan, specification, or report scAE <br />was prepared by me, or under my direct supervision, <br />DATE BY REMARKS <br />and that I am a duly registered Civil Engineer and Land G R 0 ERG & ASSOCIATES, INC. CATE <br />DRAWN Surveyor under the laws of the State of Minnesota. -10 <br />CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 9-27Ns. <br />roe No. <br />CHECKED 445 NORTH WILLOW DRIVE, LONG LAKE, MN 55356 10-247 <br />Mark S. Gronberg Minnesota License Number 12755 952-473-4141 s of <br />SUsETS <br />10-247 <br />