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-- S 89058' 55" E - <br />S 89058' 55" E <br />00 <br />0 <br />N o <br />(1008.3) <br />' (1007.4) (1006.4) <br />I <br />(1007.5) ,p064) <br />.................35.3 ............ <br />•--------------•--- , <br />8.0 10.5 TONESG <br />000 <br />!SHED, 000 <br />10.5 <br />(1007.9) <br />(1007.8) / <br />(1005.7) (1004.6) <br />i <br />•,NORTH LINE OF GOV' T <br />LOT 3, SEC. 36-118-23 <br />LINE PARALLEL WITH THE <br />NORTH LINE OF GOV' T LOT 3, <br />SEC. 36-118-23 <br />l <br />Ob - <br />(1006.4) <br />(1004.6) <br />(1004.8} <br />(1004.6) <br />(1004.4) <br />(1004.4)8'x` - <br />00 <br />O ^^^^ <br />Wo M66 <br />IJlg9 eP.(�O <br />BLACKTOP <br />DRIVEWAY <br />F <br />9,0 <br />180.11 ' <br />7 1 <br />e <br />EXISTING <br />�p�" <br />L7 <br />A0 <br />pati <br />FLOOR <br />�s LEVEL-, HOUSE <br />3.3 <br />0 U <br />O QL <br />#725 <br />�3 <br />O <br />•9 <br />DECK '?S FLOOR <br />LEVEL <br />Ap (998.8) <br />FLOOR <br />OE <br />LEVEL- <br />(1007.5) \ <br />�� �) <br />2.3 <br />\ <br />CONCRfTf <br />� PA 7.10 <br />CpNCRer f PA TAO <br />\ <br />\ <br />0 28 9 "•� <br />0 e��Rs 98'J� <br />Q o <br />S rF o <br />T� <br />(977 <br />11252AREVISED.SCJ <br />11-252A <br />APPROXIMATE 75' <br />SETBACK LINE -AS <br />MEASURED FROM <br />HALF -SECTION SHEET <br />115.95 <br />-••• ..............S 89058'43" W <br />?0� <br />BOULDER <br />D <br />W. <br />• r I <br />O� IO <br />0 0 <br />L0 I <br />0 <br />1 <br />BLACKTOP O <br />DRIVEWAY <br />CERTIFICATE OF SURVEY FOR <br />MICHAEL J. SOWA,. DA <br />IN GOVT LOT 3, SEC. 36-118-23 <br />HENNEPIN COUNTY, MINNESOTA <br />U,--44.40 pg°2 <br />� 45.1 <br />R=2 Z' <br />I B <br />LEGAL DESCRIPTION OF PREMISES <br />That part of Government Lot 3, Section 36, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows <br />QCommencing at a point in the East line of said Section 36, distant 675 feet South of the Northeast corner thereof; thence West parallel <br />with the North line of said Section, a distance of 868.07 feet; thence Northwesterly deflecting to the right at an angle of 19 degrees 41 <br />a minutes, a distance of 233.65 feet to the actual point of beginning of the land to be described; thence continuing Northwesterly along last <br />0 described course a distance of 202.68 feet; thence Northwesterly and Northerly along a tangential curve to the right, with a radius of 93.76 <br />feet, a distance of 106.75 feet; thence Northerly in a straight line tangent to last described curve a distance of 50 feet; thence Northerly <br />0 on a tangential curve to the left, with a radius of 272.18 feet, to an Intersection with a line parallel with and 355 feet South of the North <br />Y line of said Government Lot 3; thence West along last said parallel line to an intersection with a line parallel with and 1533.07 feet West <br />Q of the East line of said Section; thence South along last said parallel line to an intersection with a line drawn West from the Initial point <br />Im of commencement and parallel with the North line of said Government Lot 3; thence East along I-jst said parallel line to a point 1088.07 <br />feet West of the Initial point of commencement; thence Northerly to tie actual point of beginning. <br />STEFFING® \ <br />STONE <br />ONESO <br />11 <br />0 <br />o denotes iron marker <br />(908.3) : denotes existing spot elevation, mean sea level datum <br />--917--: denotes existing contour line, mean sea level datum <br />Bearings shown are based upon an assumed datum. <br />This survey intends to show the boundaries of the above described property, the <br />Location of an existing house and shed, spot elevations and topography westerly <br />of the existing house, and the location of all visible "hardcover" thereon. It <br />does not purport to show any other improvements or encroachments. <br />.t <br />vBOULDERS <br />f� <br />L7 <br />0- 0 <br />Q) O -0Z <br />N <br />c O <br />_996�-\ <br />0 U <br />O QL <br />O <br />s <br />0 <br />-° <br />OE <br />4'U) <br />p N r- O <br />z <br />(992.2) <br />_ (994.9) <br />U > O <br />C <br />U <br />VOTEUCn <br />L N� <br />0 <br />O <br />-_- <br />_ - (99 .1) <br />Q� O <br />!2 <br />00 <br />1�4 <br />- - -- <br />�$ <br />(986.9) <br />E L Q) (n <br />O L <br />Z <br />c <br />c <br />0 <br />....................................... .............................................._.�. <br />ter...................... <br />(986.9) <br />(986.2) <br />E O <br />_' (985.7) - <br />(977 <br />11252AREVISED.SCJ <br />11-252A <br />APPROXIMATE 75' <br />SETBACK LINE -AS <br />MEASURED FROM <br />HALF -SECTION SHEET <br />115.95 <br />-••• ..............S 89058'43" W <br />?0� <br />BOULDER <br />D <br />W. <br />• r I <br />O� IO <br />0 0 <br />L0 I <br />0 <br />1 <br />BLACKTOP O <br />DRIVEWAY <br />CERTIFICATE OF SURVEY FOR <br />MICHAEL J. SOWA,. DA <br />IN GOVT LOT 3, SEC. 36-118-23 <br />HENNEPIN COUNTY, MINNESOTA <br />U,--44.40 pg°2 <br />� 45.1 <br />R=2 Z' <br />I B <br />LEGAL DESCRIPTION OF PREMISES <br />That part of Government Lot 3, Section 36, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows <br />QCommencing at a point in the East line of said Section 36, distant 675 feet South of the Northeast corner thereof; thence West parallel <br />with the North line of said Section, a distance of 868.07 feet; thence Northwesterly deflecting to the right at an angle of 19 degrees 41 <br />a minutes, a distance of 233.65 feet to the actual point of beginning of the land to be described; thence continuing Northwesterly along last <br />0 described course a distance of 202.68 feet; thence Northwesterly and Northerly along a tangential curve to the right, with a radius of 93.76 <br />feet, a distance of 106.75 feet; thence Northerly in a straight line tangent to last described curve a distance of 50 feet; thence Northerly <br />0 on a tangential curve to the left, with a radius of 272.18 feet, to an Intersection with a line parallel with and 355 feet South of the North <br />Y line of said Government Lot 3; thence West along last said parallel line to an intersection with a line parallel with and 1533.07 feet West <br />Q of the East line of said Section; thence South along last said parallel line to an intersection with a line drawn West from the Initial point <br />Im of commencement and parallel with the North line of said Government Lot 3; thence East along I-jst said parallel line to a point 1088.07 <br />feet West of the Initial point of commencement; thence Northerly to tie actual point of beginning. <br />STEFFING® \ <br />STONE <br />ONESO <br />11 <br />0 <br />o denotes iron marker <br />(908.3) : denotes existing spot elevation, mean sea level datum <br />--917--: denotes existing contour line, mean sea level datum <br />Bearings shown are based upon an assumed datum. <br />This survey intends to show the boundaries of the above described property, the <br />Location of an existing house and shed, spot elevations and topography westerly <br />of the existing house, and the location of all visible "hardcover" thereon. It <br />does not purport to show any other improvements or encroachments. <br />.t <br />�J <br />J <br />f� <br />L7 <br />0- 0 <br />Q) O -0Z <br />N <br />c O <br />0 U <br />O QL <br />c <br />D O 0 <br />s <br />0 <br />-° <br />OE <br />RECEIVED <br />JAN 0 6 2012 <br />Cli'Y OF ORONO <br />-20 0 20 40 60 <br />....................\ <br />,0 °20. S C A L E I N F E E T <br />WALL \ • � �� <br />� \ ''•e�q Cr\ J Qp � �\ \ <br />BOULDERS \ \ NE COR OF <br />\ O <br />APPROXIMATE 250' 2 . �+� �� SEC. 36-118-23--...... <br />\ SETBACK LINE -AS Q CONCRETE U <br />HALF -SECTION SHEET STOMEASURED NES <br />CONCRETE \ \� <br />\ \ \ CONCRETE <br />\ SEPTIC AREADo <br />\ \ I <br />\ TENNIS0 J <br />\\\ � � ���•` 2365 -� <br />COURT o0 <br />\ <br />................................................................................. .\......... ..................................................... 15 X3.07............................ ............................................................................................................................----............................................................I <br />.....::_................................................-----.......................-----.......---............................... <br />I <br />� - w <br />N r- t <br />N <br />N <br />r <br />cfl N � <br />0 ( or,� <br />O l 00 <br />\\ --------J\ '1�-------------- \\� '' ---- 868.07 -A <br />... \ � 2•� \ � <br />445.00 .................... <br />-•-•--.......... 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