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2.4. ERMUSR 11-17-2015
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2.4. ERMUSR 11-17-2015
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ERMUSR
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11/17/2015
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Easement Exhibit B: ELK RIVER MUNICIPAL UTILITIES <br /> S.E. 1/4 of N.W. 1/4 Job # 9041.0 Book/Page: - <br /> SEC. 11, TWP. 32, RNG. 26 Scale: 1"=60' Date: 10/22/15 <br /> ,--NORTH LINE OF S.E. 1/4 <br /> / T N.W.31/4, SEC. II, <br /> TWP. 32, RNG. 28. <br /> S89.5°46"W -1171ST AVE. NW That pert of me following downing psopaty: <br /> 3 <br /> 11^. --CENTERLINE OF The Wall 200.00 feet of the Southeast Quarter of the Naslhweet Quarter of <br /> L,: VANCE ST. NW Section 11,Township 32,Range 26,Sherburne County,Mtmeaoa,lying South <br /> --1S ' — — ofthe Norah 420.00 feet of said Southeast Quarter of the Northwest Quarter. <br /> Which lies Northeast of a line which is pwallelwbh and distant 45.00 Seat <br /> I --- I Southwest of the following de=Win <br /> mm <br /> aibed line:Commencing at the intersection of <br /> the=Were ofvance St NW as dodiceted in the plat ofJABEZ SECOND <br /> 1 1 N ADDm0N,on fib in said Sherburn County and the Nath line of said <br /> I 1 1 <br /> Southeast Quarter of the Norwest Quarter;thence South 00 degrees 51 minutes <br /> 03 seconds West,plat baring,along mid eente>lioe a distance of 77.71 Beet <br /> \ k I r N 11\ thence southerly a distance of 115.14 feel,along said ccandine,being a <br /> 1 cr p \ 1 tangential curve comma mi <br /> radio the eat,having a radof 267.00 feet and a cuatral <br /> 1 j –o�; 1 angle of 24 degrees 42 r Wer 32 seconds:throe southerly a disarm of 115.14 <br /> 1 \ \ feetsaidalong sg a tangential reverse cave concave to the were, <br /> \ 1 \ \ having a radios of 267.00 fret and a central angle of 24 degrees 42 minutes 32 <br /> \ seconds to the point of beginning arb <br /> aing of the line deeed;therm <br /> \\ \\\ soutbast ty a distance of 307.64 feet abog said cealerline and its extension, <br /> \ i L \\\ \ th <br /> being a reverse tangential curve concave to the northeast having a radius of <br /> \ \ y \ \ 267.00 feet and a central angle of 66 degrees 00 minutia 59 seconds and thole <br /> \ Z \ <br /> \ <br /> \ ` \ ` \1 <br /> I \ rn N ' 1 <br /> \1---"'" <br /> N >. <br /> vu-73 it <br /> !AEJE.- 11 \ pg En II 1 <br /> 1 1 1 <br /> I --7c-- ! I ..,-.:... <br /> 1 <br /> 11 .* 11 <br /> 4 1 1 1 1 OUT LOT A <br /> 11 Nr a 1 %DDITl::N <br /> 1 \ 'A N�p \ <br /> 1 <br /> \ <br /> \I 1 4V a <br /> I \ \ <br /> \ <br /> \ \ 35 \ -SOUTH LINE OF NORTH 420.00 <br /> \ \ \ \ i FT. OF S.E. 1/4 OF N.W. 1/4. <br /> 5 <br /> _53.13 _k5 \ . - 289.32 <br /> '•' N89°55'48"E 157.67 —7 <br /> \ .7,,, t I ''-N.£. CORNER OF WEST 200.00 FT. "- <br /> \ p5 a'a, i OF S.E. 1/4 OF THE N.W. I/4, "' <br /> \ LYING SOUTH Cf NORTH 420.00 FT. t-- <br /> \\ ,!PROPOSED ;" e OF S.E. 1/4 OF N.W. 1/4, SEC. II, <br /> \ �UT)LITy m TWP. 32, RNG. 26. ,Ll.: <br /> , <br /> \ EASE4iENT r:.: <br /> la\ AREAL `,i I :Pi <br /> `"??,V.. 16.411g <br /> S.F.I 3 ,—Drainage and . ;%i <br /> '�\ @ r Utility Easement 5 <br /> tr/ IP <br /> til <br /> Oso :11 <br /> h <br /> I RJB // Ry \,.., . r ' \2g> Lii <br /> RON EBNER /2'\`�\ pT/ �i <br /> 75-011-2403 . s f �IA'A l.. <br /> 200.00- _-) <br /> EAST UNE OF WEST 200.00 FT. OF— 1 �\ \ < <br /> S.E. 1/4 OF THE N.W. 1/4, SEC. II. �� I 1 \ <br /> I Oliver Surveying&Engineering, Inc. <br /> 1 Land&oveying•[awl&gine *g•LandPly <br /> 580 Dodge Aw. liNclUver,MN 55330•763.441.2072•fac.763.441.5665 <br /> I www.olher,sacorn <br /> 61 <br />
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