|
SB
<br />NORTH LINE OF THE
<br />S.E. 1/4 OF N.W. 1/4,
<br />SEC. 36, T. 31, R. 21
<br />JO
<br />D
<br />Y
<br />
<br />
<br />A
<br />V
<br />E
<br />N
<br />U
<br />E
<br />51.65
<br />FOUND 1/2" PIPE #12660
<br />WEST LINE OF THE
<br />S.E. 1/4 OF N.W. 1/4,
<br />SEC. 36, T. 31, R. 21
<br />EA
<br />S
<br />T
<br />
<br />L
<br />I
<br />N
<br />E
<br />
<br />O
<br />F
<br />
<br />T
<br />H
<br />E
<br />S.
<br />E
<br />.
<br />
<br />1
<br />/
<br />4
<br />
<br />O
<br />F
<br />
<br />N
<br />.
<br />W
<br />.
<br />
<br />1
<br />/
<br />4
<br />,
<br />SE
<br />C
<br />.
<br />
<br />3
<br />6
<br />,
<br />
<br />T
<br />.
<br />
<br />3
<br />1
<br />,
<br />
<br />R
<br />.
<br />
<br />2
<br />1
<br />SOUTH LINE OF THE
<br />S.E. 1/4 OF THE N.W. 1/4,
<br />SEC. 36, T. 31, R. 21
<br />50
<br />50
<br />50 50
<br />XX
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X X
<br />990
<br />988
<br />986
<br />984
<br />986
<br />988
<br />990
<br />990
<br />9
<br />8
<br />8
<br />9
<br />8
<br />6
<br />984 982 980
<br />980
<br />982
<br />TEST AREA =
<br />15,176 SQ.FT.
<br />8
<br />9
<br />7
<br />10
<br />6B
<br />WETLAND
<br />WETLAND
<br />So
<br />u
<br />t
<br />h
<br />e
<br />a
<br />s
<br />t
<br />
<br />c
<br />o
<br />r
<br />n
<br />e
<br />r
<br />S.
<br />E
<br />.
<br />
<br />1
<br />/
<br />4
<br />
<br />o
<br />f
<br />
<br />t
<br />h
<br />e
<br />
<br />N
<br />.
<br />W
<br />.
<br />
<br />1
<br />/
<br />4
<br />Northwest corner
<br />S.E. 1/4 of the N.W. 1/4
<br />50 50
<br />(H
<br />W
<br />Y
<br />.
<br />
<br />R
<br />/
<br />W
<br />
<br />P
<br />E
<br />R
<br />
<br />B
<br />O
<br />O
<br />K
<br />
<br />2
<br />5
<br />7
<br />,
<br />
<br />P
<br />A
<br />G
<br />E
<br />
<br />4
<br />4
<br />3
<br />50
<br />.
<br />0
<br />0
<br />50
<br />.
<br />0
<br />0
<br />DO
<br />C
<br />U
<br />M
<br />E
<br />N
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />2
<br />2
<br />8
<br />9
<br />8
<br />1
<br />)
<br />3 4
<br />5
<br />1 2
<br />6A
<br />50
<br />.
<br />0
<br />0
<br />SB
<br />SB
<br />TEST AREA =
<br />12,362 SQ.FT.
<br />SB
<br />SB SB
<br />SB SB
<br />SBSB
<br />SB
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />OH
<br />E
<br />HEDICAN KATHRYN &
<br />CHRISTOPHER BETLACH
<br />PID: 36.031.21.24.0002
<br />NELSON SHIRLEY E TRS
<br />PID: 36.031.21.24.0003
<br />122ND ST N
<br />KE
<br />L
<br />L
<br />E
<br />R
<br />
<br />A
<br />V
<br />E
<br />
<br />N
<br />JU
<br />L
<br />Y
<br />
<br />A
<br />V
<br />E
<br />
<br />N
<br />SOUTH
<br />SCHOOL
<br />SECTION
<br />LAKE
<br />JO
<br />D
<br />Y
<br />
<br />A
<br />V
<br />E
<br />MINOR SUBDIVISION
<br />FILE NUMBER:
<br />CHECKED BY:
<br />DATE:
<br />SCALE:
<br />DRAWN BY:
<br />I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY
<br />ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
<br />LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
<br />DATE:LIC. NO.
<br />DATE AMENDMENTS PREPARED FOR:BY HEIDI HARVIEUX
<br />MINNESOTA
<br />Kelly L. Jordan 09/05/2025 42648
<br />August 2025
<br />AS SHOWN
<br />KPP
<br />KLJ
<br />2025-11186
<br />© 2025 WIDSETH SMITH NOLTING & ASSOCIATES, INC.
<br />CERTIFICATE OF SURVEY
<br />N
<br />0
<br />SCALE IN FEET
<br />100 200
<br />LEGEND
<br />DENOTES FOUND 1/2" IRON PIPE MONUMENT
<br />W/ CAP 42648 UNLESS LABELED OTHERWISE
<br />DENOTES 1/2" DIAMETER IRON PIPE MONUMENT
<br />SET AND MARKED BY RLS #42648FENCE - BARB WIREXX BITUMINOUS PAVEMENT
<br />GRAVEL SURFACE
<br />ELECTRIC POLE
<br />OVERHEAD ELECTRIC WIREOHE
<br />VICINITY MAP
<br />SEC. 36, TWP. 31, RNG. 21,
<br />WASHINGTON COUNTY
<br />NOT TO SCALE
<br />DELINEATED WETLAND EDGE DONE BY JACOBSON
<br />ENVIRONMENTAL (REPORT MAY 19, 2023)
<br />N
<br />Minimum Low Floor Elevation must be 2 feet above
<br />988.3 per Soil Boring 9. If building outside of the test
<br />area, additional borings shall be required for floor
<br />elevation.
<br />SETBACK LINE
<br />CULVERT OPENING
<br />BOUNDARY LINE
<br />DENOTES SET MAGNETIC NAIL WITH WASHER IN
<br />ROAD NUMBERED 42648
<br />LEGAL DESCRIPTIONS:
<br />Existing Legal Description (per Quit Claim Deed 4037606)
<br />Those parts of Sections 35 and 36, Township 31, Range 21, Washington County, Minnesota described as follows:
<br />The North Half of the Northwest Quarter said Section 36, EXCEPT that part of the North 500.00 feet of said North Half of the Northwest Quarter, lying easterly of the center line of County State Air Highway No. 8A (also known as 130th Street North and
<br />Jody Avenue North).
<br />ALSO EXCEPT
<br />That part of the South 195.67 feet of the North 695.67 feet of said North Half of the Northwest Quarter, lying west of the East 235 feet and lying easterly of the center line of County State Aid Highway No. 8a (also known as 130th Street North and Jody
<br />Avenue North).
<br />ALSO EXCEPT
<br />That part of the Northwest Quarter of the Northwest Quarter of said Section 36, which lies southwesterly of the center line of State Aid Road No. 6 (a.k.a CSAH 8A) as described in Book 257 of Deeds, page 443, recorded on file in the office of the
<br />County Recorder, Washington County, Minnesota.
<br />AND
<br />The Southeast Quarter of the Northwest Quarter of said Section 36.
<br />AND
<br />The Southwest Quarter of the Northeast Quarter of said Section 36, EXCEPT all that part of the Northeast Quarter of said Section 36, that is described as follows: Commencing at the Northeast corner on the Northeast Quarter of Section 36; thence
<br />South 00 degrees 31 minutes 04 seconds East, on an assumed bearing, along the East line of said Northeast Quarter for a distance of 1042.90 feet; thence North 60 degrees 22 minutes 04 seconds West a distance of 527.15 feet to the point of
<br />beginning of the land to be described, said point of beginning also being the centerline of Keller Avenue (County Road No. 57) as improvised; thence continuing North 60 degrees 22 minutes 04 seconds West a distance of 992.46 feet; thence South 21
<br />degrees 52 minutes 12 seconds West a distance of 1131.06 feet; thence South 89 degrees 10 minutes 58 seconds West, a distance of 228.74 feet to the Northwest corner of the Northeast Quarter of the Southwest Quarter of the Northeast Quarter of
<br />said section 36; thence South 00 degrees 22 minutes 46 seconds East, along the West line of said Northeast Quarter of the Southwest Quarter of the Northeast Quarter, a distance of 593.90 feet; thence North 89 degrees 10 minutes 58 seconds East,
<br />parallel the South line of said Northeast Quarter of the Southwest Quarter of the Northeast Quarter, a distance of 700.29 feet to the centerline of said Keller Avenue: thence Northeasterly along said centerline on a non-tangential curve concave to the
<br />East and having a central angle of 1 degree 25 minutes 21 seconds with a radius of 763.71 feet for an arc distance of 18.96 feet, the chord of said curve bears North 11 degrees 50 minutes 07 seconds East; thence North 12 degrees 32 minutes 47
<br />seconds East, along said centerline tangent to last said curve a distance of 311.51 feet; thence Northeasterly along said centerline on a tangential curve concave to the Southeast and having a central angle of 35 degrees 05 minutes 49 seconds with a
<br />radius of 533.32 feet for an arc distance of 326.69 feet; thence North 47 degrees 38 minutes 36 seconds East, along said centerline tangent to last said curve a distance of 603.07 feet; thence Northeast along said centerline on a tangential curve concave
<br />to the Northwest and having a central angle of 8 degrees 35 minutes 50 seconds with a radius of 1256.36 feet for an arc distance of 189.61 feet to the point of beginning.
<br />ALSO EXCEPT
<br />The South 662 feet of said Southwest Quarter of the Northeast Quarter
<br />AND
<br />That part of Government Lot 2 said Section 36, lying southerly of the following described line:
<br />Commencing at the north quarter corner of said Section 36; thence 179 degrees 39 minutes 59 seconds, assumed azimuth from North along the north-south quarter line of said Section 36; a distance of 500.01 feet to the point of beginning of said line;
<br />thence 77 degrees 49 minutes 50 seconds to the shoreline of South School Section Lake and said line there terminating EXCEPT all that part of the Northeast Quarter of said Section 36, that is described as follows: Commencing at the Northeast corner
<br />on the Northeast Quarter of Section 36; thence South 00 degrees 31 minutes 04 seconds East, on a assumed bearing, along the East line of said Northeast Quarter for a distance of 1042.90 feet; thence North 60 degrees 22 minutes 04 seconds West a
<br />distance of 527.15 feet to the point of beginning of the land described, said point of beginning also being the centerline of Keller Avenue (County Road No. 57) as improved; thence continuing North 60 degrees 22 minutes 04 seconds West a distance
<br />of 992.46 feet; thence South 21 degrees 52 minutes 12 seconds West a distance of 1131.06 feet; thence South 89 degrees 10 minutes 58 seconds West, a distance of 228.74 feet to the Northwest corner of the Northeast Quarter of the Southwest
<br />Quarter of the Northeast Quarter of said Section 36; thence South 00 degrees 22 minutes 46 seconds East, along the West line of said Northeast Quarter of the Southwest Quarter of the Northeast Quarter, a distance of 593.90 feet; thence North 89
<br />degrees 10 minutes 58 seconds East, parallel the South line of said Northeast Quarter of the Southwest Quarter of the Northeast Quarter, a distance of 700.29 feet to the centerline of said Keller Avenue: thence Northeasterly along said centerline on a
<br />non-tangential curve concave to the East and having a central angle of 1 degree 25 minutes 21 seconds with a radius of 763.71 feet for an arc distance of 18.96 feet, the chord of said curve bears North 11 degrees 50 minutes 07 seconds East; thence
<br />North 12 degrees 32 minutes 47 seconds East, along said centerline tangent to last said curve a distance of 311.51 feet; thence Northeasterly along said centerline on a tangential curve concave to the Southeast and having a central angle of 35 degrees
<br />05 minutes 49 seconds with a radius of 533.32 feet for an arc distance of 326.69 feet; thence North 47 degrees 38 minutes 36 seconds East, along said centerline tangent to last said curve a distance of 603.07 feet; thence Northeast along said centerline
<br />on a tangential curve concave to the Northwest and having a central angle of 8 degrees 35 minutes 50 seconds with a radius of 1256.36 feet for an arc distance of 189.61 feet to the point of beginning.
<br />AND
<br />The Northeast Quarter of the Northeast Quarter said Section 35 EXCEPT the East 604.8 feet of the South 695.74 feet thereof.
<br />ALSO EXCEPT
<br />The East 499 feet of the North 700 feet of said Northeast Quarter of the Northeast Quarter
<br />ALSO EXCEPT
<br />That part of the Northeast Quarter of said Section 35 described as follows: Commencing at the northeast corner of said Section 35; thence West along the north line 520 feet to the point of beginning; thence continuing West 249 feet; thence deflecting
<br />90 degrees left, 350 feet; thence deflecting 90 degrees left, 249 feet; thence deflecting 90 degrees left, 350 feet, to the point of beginning and there terminating, according to the United States Government Survey, thereof, Washington County,
<br />Minnesota.
<br />ALSO EXCEPT
<br />That part described as follows: Commencing at the Northeast corner of said Section 35; thence West along the North line of said Northeast Quarter of the Northeast Quarter a distance of 769.00 feet to the point of beginning of the land to be described;
<br />thence continue West along said North line 124.46 feet; thence deflecting to the left 90 degrees 350.00 feet; thence deflecting to the left 90 degrees 124.46 feet; thence deflecting to the left 90 degrees 350.00 feet to the point of beginning and there
<br />terminating.
<br />PROPOSED DESCRIPTIONS:
<br />Parcel A:
<br />The North 329.85 feet of the South 659.70 feet of the Southeast Quarter of the Northwest Quarter of Section 36, Township 31, Range 21, Washington County, Minnesota.
<br />Parcel B:
<br />That part of the Southeast Quarter of the Northwest Quarter of Section 36, Township 31, Range 21, Washington County, Minnesota lying North of the South 659.70 feet thereof.
<br />SURVEY NOTES:
<br />1.Orientation of this bearing system is based on the Washington County
<br />Coordinate System NAD83 (1986 adj.).
<br />2.Benchmark: “Paul MNDT Reset” Elevation = 932.38 NAVD 88 datum.
<br />3.The subject property is a vacant parcel consisting of crop land without trees.
<br />The PID No is 36.031.21.24.0003. Total Property Area: 1,309,540 sq.ft. or 30.06
<br />acres.
<br />4.The property is zoned AG (Agricultural) according to the City of Hugo zoning
<br />map. The building setbacks (Per City of Hugo Zoning Ordinance):
<br />Front Yard:40 feet
<br />Side Yard:20 feet
<br />Rear Yard:50 feet
<br />Wetland:25 feet
<br />Zoning District Regulations
<br />Minimum Lot Area:10 Acres
<br />Minimum Lot Width:300 feet at front setback line
<br />Minimum Lot Depth:480 feet
<br />Maximum Impervious:35%
<br />5.The property lies within Zone X, areas determined to be outside the 0.2%
<br />annual chance floodplain per FEMA Map No. 27163C0143E, effective date
<br />February 2, 2010.
<br />6.The fieldwork was performed on August 13th, 2025.
<br />7.Contours shown are LiDAR derived on NAVD88 datum provided by MNDNR.
<br />The electronic LiDAR data was ordered and received on 06/02/2023.
<br />The current City of Hugo regulations governing building elevations
<br />are as follows:
<br />Lowest Building opening elevations shall meet the following criteria:
<br />At least 3 feet above the 100-year high water elevation of adjacent
<br />surface waters
<br />Lowest floor elevations shall meet all of the following criteria
<br />At least 2 feet above the 100-year flood elevation of adjacent surface
<br />waters
<br />At least 1 foot above the emergency overflow of adjacent wetlands or
<br />ditches
<br />At least 4 feet above the currently observed groundwater elevations in
<br />the area (based on a soil boring at the building site)
<br />At least 2 feet above the elevation of any known historic high
<br />groundwater elevations for the area
|