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CERTIFICATE OF SURVEY ,
<br /> / \\\��- N 1/4 corner of
<br /> o Sec. 23, Twp. 31, Rng. 21
<br /> MINOR SUBDIVISION
<br /> 1 i \\ ` S89°19'40"E 1574.01 Found 1/2" iron pipe monument
<br /> I I I I 1 I / ' �\\ w/cap 6617 0.80' NW of property corner
<br /> 38.90 - / I I I 1 I
<br /> J I
<br /> OHE OHE�- OHE OHE i OHE 1 OHE OHE OJiE
<br /> o \ 1
<br /> 439.77 , I \ -- , - 1
<br /> 584.61 \ ,
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<br /> 1 I . i-- l-L i I Fence corner /�' T / \\\
<br /> 1 , , - I , , / , / , , I on property x 1 1 I , / Barbed wire -� \ \ a
<br /> line i I \\ i North line of the South 20 acres -�� fence on o �\\ Fence corner is 0.8' 00 1
<br /> I I1J / I / / / , ,' I 1 I I , / property line i I _______________ SW of property corner 1
<br /> / , I I I of the East 64 1/2 acres of the P P Y , , Found 1/2" iron pipe monument I rn
<br /> i o i / / i ,'� l i i i E 1/2 of the NW 1/4 and the ,' �,/ >; w/cap 12043 Weber 11 -50--
<br /> i I ' ,' \\ 111 West 15 1/2 acres of the SW 1/4 \ /� 13 foot wide
<br /> / / / !�EBEVj 1022.3 1 I of the NE 1/4 I / ,. ���, 1 access gate
<br /> - --T----------------�.
<br /> i I w I �/ % j //� I ' SB B2 / / I .��'
<br /> / I I / I ELEV= 1016.2/ / I /x , / ^o`Z / _ i / ,' / �xx x x x x
<br /> ,o Q) .' I v
<br /> � I / I I / � Soil test area ___
<br /> I�/ SB B1 7,963 Sq. ft. // I / I �/ I i `� l / ,' l I / + _ 137.00 I
<br /> - - - - 1 I I / x I / / / I N / 21'SOE -
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<br /> 1 1 ELEV=1018.6/
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<br /> / I N 1 1 / -- -_____1�I Ln
<br /> ELEV=1024.5 , , `.�`�.�� - , �- East line Of the E 1/2 , , t�,\ -�C14 � End of fence
<br /> / _ I 36.5 1 I I I / / ,. / ,moo' �� �� �� ' / 'i�o ��
<br /> w i
<br /> / / 0.9' east of LO
<br /> 1 1 / x , / 0 1 of the NW 1/4 'co line N
<br /> Jam, I/ / I / o',o I 1 �I / // . / / PARCEL A ; ,o I ,' Also, the West line of the 1-� / o�h y/ property
<br /> z -10.1 1 1 `\ I ;/ ; // , , SW 1/4 of the NE 1/4 , , ;/ �'o/ \\ .II, Lq
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<br /> �'14.0 1 1 11 1 r l i i �� / l l - ,�+ 1 . \ a�
<br /> LLI_ 01 0) I \ 1 1 I I I ' ' North line of the South 299.00 feet - \ / / o / Drainage a
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<br /> � z 1 \ 12.5� I \ ` o of the E 1/2 of the NW 1/4 1 \ /
<br /> \ I \ �_____� �� ►�, �, ^oti / / 11 \ �- North line of the South 299.00 feet CO 4, 111 Utility N
<br /> LO
<br /> M LL1 V vv i � 1 v , i i v I + Co o Easement \�
<br /> > I E _ \ ` \\ -- -- -- -- -- _ \ , of the SW 1/4 of the NE 1/4 0 /
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<br /> LL1 �- -� I ---I--- -- -- ---�-- -� /-�^ , ML Z
<br /> n w 1 I /oN� \ 4.3` o \`, 35.7 \ _ ,, /I", N 583.51 i' - 40 E 1094.24- / i I / -- Lo
<br /> �/ S89°19'
<br /> w -C \ mN "� NE m rri 'Shed ---------------------------------- -- - ----- + -�' N89'19'40"W 203.10 ;�\ /I cn -C
<br /> 0 1 = = I / Silo /,�-- S89°19'40"E 307.63 1 1/ 2 _ , 4'
<br /> 1 o I 32.5 -- - -- -- I _ _ 583.50 ----;--------------------- -----� �510.73 , ,- - 4,
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<br /> 4_1 _ O / i A �- _ 1 i A
<br /> \ % Z O i -40- 1 I I I
<br /> o- West line of the East 583.50 feet o -`
<br /> N o Barn \ 0 o O O ` ---- x-�-x-v �L III, I -
<br /> �, N N of the E 1/2 of the NW 1/4 i C, r� I I I S�° ,II v � \
<br /> o -- A 1v v �� � I `\ O i i x ^ 001, _ CV
<br /> I \�� . od I \ \ 0. . 00
<br /> N W II 1 \\ I \ ---4--�-- �\ - -- _CVI I I �� `� co I \ \ �L�� O �
<br /> N 37.91. i \1441.86 �\ 1 �\ _ 1 01 - - - - I 11 \ N Ln- I 1 >k --_ \ �\ 0) c cn
<br /> cn + �� -- -_- \ - - - -- - r - - - - - - - - - - - - - - L - - - _----- -�� I 1
<br /> w 1 lii ' ' _ \ N89°19 40 W 479.77 ' 1 __-- --- --T _ I / - - - - - - -------- \I \ xl - 00-� cal
<br /> o I V I o \\ -- - �\--�\\- x � SB B5~ -- -- \ SB B6 I I `�i `�i i- I I / I O 11 \� - \I / W O
<br /> N ELEV= 1018.7 I v v /I `._� I / I I ` �' ` / C
<br /> I ��� ELEV= 1014.9 ------ �\ I \ 1 N d \ I /
<br /> North line of the x \
<br /> \ ; /
<br /> South 226.00 feet of _ \ I \
<br /> w .� I the E 1/2 of the NW 1/4 X��\\ `\ ________-- \\ i `�\\ \\\ i 0 xl // (J o r�
<br /> = 1 I \� -- \ SB B7 \\ \`� O / �\ �� I Z O /' I I /� O
<br /> N \I I ��\ I x \ Soil test area �� ELEV=1014.3 ` i t \ I __- �----_-__ O x I /
<br /> I ---------- Possible ` _ 13,767 Sq. ft. `� \ 6 PARCEL B / \ I rn _� r O \ °// /\III,
<br /> 4 1 \ I I f N
<br /> 6 3 3 \ -60x60 �' - /' �`� 70 N i' i 1 I rn \� oo� r7
<br /> a) I 1 ------- I �� house pad �� �/ `�\ �\ 78,1_�� / 1 I r' N \\ \\ N '` 1 00� N
<br /> o I I o i x location
<br /> I I \ \\ \\i " I 2tii
<br /> Possible 66• 1 1 I I 1 / \
<br /> 0 00'00'E /' I
<br /> 0 0 / I co \\�� I -y' N8 40.00- S 30• X --
<br /> a� N N Proposed -f_-----'��`gs O0•, / `� �\ 1 1 I o 1 I 1\ I /
<br /> c N/ �� I N driveway BOO i' ��00 E .�. '/ .\\ `� zo I 1 \\ x I/ �- Drainage III, o
<br /> L I location o o y x .� ; _ �o 's, I 1 I N i �- Southwest corner of I \ I , f , &
<br /> o b o• _ �/ N I \ / i / Y
<br /> O I ��� i `,� off-- III, / i \� w °�8 / s6 68 �� �` I i 1 / the SW 1/4 of I \ " i / Utility
<br /> w I wT= Drainage \ �2 �� I \ , the NE 1/4, i \\ I II X / / Easement L
<br /> \ �\ j i,'poO 9 1 x p ELEV=1009.5 \ 7 ` --` I \ / III,
<br /> ---_ 0 I '70 I o _ �' & 1 I -o `� s \ �` i ---' \ 1 ` I / / Also the southeast i \\ I \ 1 / °
<br /> w ---- 1 1 °� �y� ,��, o i �' Utility \\ i Zo 79� ° i �� \ \ I ; / corner of the E 1/2 i \� 1 N�\� , �
<br /> ° j 0 w h / I , \ 1 I N o 10 10. �� �� I \ \\ \\ I / / I I I cP 0
<br /> co , Easement 0
<br /> I �\ ^ / I_ , \III, ! \ Ix / c� ,� l�_� �\ ` i �/ of the NW /4 I o_\ I
<br /> 1 `\ �i __ _ / '� ----- \ \ 1 '-- _S89°19'40"E 166.45 - I ` I `� \ ` `� / I I \� 0 (�
<br /> 1\ w �' Z x x�x Ilx ;�x�Lxx )maxxx-z -,,\ `}- --- - --T-r 1- --\j --T-- -- -- -i- -- -- -- - 1� - j 1 `\ _�\/ \� 12.57
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<br /> '- 1568.10 \ _ - y _ / _ _t I
<br /> � � \ 162.00 / �\ � �/ �13.4- � \ � I / /� -I- -o-- open1/2" 1 I
<br /> 350.00 -�- _- ron
<br /> _ -� -`a\ \\ 514.05 I I �- i )-xx I x xx-� ��\ \\\ \� \ Found monument \ \�I i \\
<br /> .�� ---------
<br /> \ -� / 498.16 \ \ �\ 1 / - 2115.93
<br /> I A \ _ --- / V 169.00 - 7
<br /> I -37.23 - 1026.05 \\ ` �� \ -/
<br /> -- / I South line of the E 1/2 �\ \\ N89°19'40"W 1574.01 ` \ _ / \\ \
<br /> of the NW 1/4 �� v v ` v
<br /> \\ `. `� ,__-- ---- . '� South line of the SW 1/4 -�� \\ -.I �.�� _-
<br /> ---- N89°19'40"W 5258.02\ of the NE 1 4
<br /> LEGEND SURVEY NOTES: l /
<br /> • DENOTES FOUND 1/2" IRON PIPE 1. Orientation of this bearing system is based on the Washington Coordinate System NAD83 (1986 adj.)
<br /> SOIL BORING TEST AREAS: Parcel B GROUND ELEV. MOTTLED SOIL
<br /> VICINITY MAP 1 00 Performed by: Josh Putt- Lic#4063 Dated: September 13, 2023 SOIL BORING NO. 5 1014.9 1013.7
<br /> MONUMENT W/ CAP MARKED 6617 2. Vertical control: MNDOT BM "Paul Reset" Elev = 932.38 (NAVD88 Datum) i � Parcel A GROUND ELEV. MOTTLED SOIL SOIL BORING NO. 6 1018.7 1017.6
<br /> UNLESS LABELED OTHERWISE 11 SOIL BORING N0. 7 1014.3 1013.1
<br /> SOIL BORING NO. 1 1018.6 1017.5
<br /> ° O DENOTES SET 1/2" IRON PIPE 3. Property address: 14565 Irish Ave N. Hugo, MN 55038 PID: 2303121240002 \\ N SOIL BORING N0. 2 1016.2 1015.0 SOIL BORING NO. 8 1009.5 1008.5
<br /> S 1/4 corner of \
<br /> 1 MONUMENT W/ CAP 49021 Sec. 23, Tw 31, Rn 21 \\ SOIL BORING NO. 3 1022.3 1021.2 Minimum Low Floor Elevation must be 2 feet above 1008.5 per Soil Boring No. 8.
<br /> 4. Existing Acreage: 871,187 Sq. Ft. or 20.00 Acres p g SOIL BORING NO. 4 1024.5 1023.5 If building outside of the test area, additional borings shall be required for floor elevation.
<br /> DENOTES SECTION CORNER MONUMENT
<br /> 147TH ST. N``+ °z s6 5. Proposed Lot Areas: Minimum Low Floor Elevation must be 2 feet above 1015.0 per Soil Boring No. 2
<br /> DENOTES SOIL BORING Parcel A : 435,595 Sq. Ft. or 10.00 Acres
<br /> uj
<br /> Q ® SEPTIC CLEANOUT Parcel B : 435,605 Sq. Ft. or 10.00 Acres EXISTING PROPERTY DESCRIPTION:(per Warranty Deed Doc. No. 722259) PROPOSED PROPERTY DESCRIPTIONS:
<br /> PARCEL B
<br /> co SITE ELECTRIC METER 6. The property is zoned as (AG) Agricultural (per City of Hugo Zoning Map)
<br /> - The South twenty (S 20) acres of the following described lands, to-wit: The East sixty-four and one-half (E 64-1/2) acres of the East The South 226.00 feet of the East 64.50 acres of the East Half of the Northwest Quarter and the North 73.00 feet of the South 299.00 feet of the
<br /> n GAS METER Building Setbacks: (per City of Hugo Zoning Code) Minimum Parcel Requirements:
<br /> G Front yard: 40 feet Minimum Parcel Size: 10 Acres half of the Northwest Quarter (E 1/2 of the NW 1/4) and the West fifteen and one-half (15-1/2) acres of the Southwest Quarter East 583.50 feet of the East Half of the Northwest Quarter and the South 299.00 feet of the West 15.50 acres of the Southwest Quarter of the
<br /> FENCE POST y (SW 1/4) of the Northeast Quarter (NE 1/4) all in Section twenty-three (23), Township thirty-one (31) North, of Range twenty-one Northeast Quarter, all in Section 23, Township 31, Range 21, Washington County, Minnesota.
<br /> ELEC POLE Side yard: 20 feet Minimum Parcel Width: 480 feet (21) West, according to the United States Government Survey thereof on file and of record in the office of the Register of Deeds in
<br /> Rear yard: 50 feet Minimum Parcel Depth: 480 feet TOGETHER WITH
<br /> DENOTES WETLAND AREA Wetland: 25 feet and for Washington County.
<br /> �, 1 r• An easement for drainage and utility purposes over that part of said Southwest Quarter of the Northeast Quarter described as follows:
<br /> DEED LINE PROPOSED PROPERTY DESCRIPTIONS:
<br /> 7. Contours shown are LIDAR derived on NAVD 88 datum rovided b MNDNR. Commencing at the southwest corner of said Southwest Quarter of the Northeast Quarter;thence North 00 degrees 21 minutes 20 seconds East,
<br /> ------------------- EASEMENT LINE p y PARCEL A
<br /> EZ
<br /> The electronic LiDAR data was ordered and received on 09/14/2023. assumed bearing along the West line of said Southwest Quarter of the Northeast Quarter, a distance of 299.00 feet to the North line of the South
<br /> BOUNDARY LINE The South 20.00 acres of the East 64.50 acres of the East Half of the Northwest Quarter and the West 15.50 acres of the Southwest Quarter of 299.00 feet of said Southwest Quarter of the Northeast Quarter;thence South 89 degrees 19 minutes 40 seconds East, along said North line of
<br /> - - - - - CENTERLINE 8. The current Cityof Hugo regulations governing building elevations are as follows: the Northeast Quarter, all in Section 23, Township 31, Range 21, Washington County, Minnesota except the South 226.00 feet of said East
<br /> NOT TO SCALE g g g g g 64.50 acres of said East Half of the Northwest Quarter, also except the North 73.00 feet of the South 299.00 feet of the East 583.50 feet of said the South 299.00 feet, a distance of 307.63 feet to the point of beginning of the easement to be described;thence continue South 89 degrees 19
<br /> 14oTH sT. N. PROPOSED LOT LINE p minutes 40 seconds East, a distance of 203.10 feet to the East line of the West 15.50 acres of said Southwest Quarter of the Northeast Quarter;
<br /> -- -- BUILDING SETBACK LINE Lowest Building opening elevations shall meet the following criteria: East Half of the Northwest Quarter, also except the South 299.00 feet of said West 15.50 acres of the Southwest Quarter of the Northeast
<br /> Quarter. thence South 00 degrees 21 minutes 20 seconds West along said East line of the West 15.50 acres, a distance of 299.00 feet to the South line
<br /> SEC.23, T31 , R21 QUARTER LINE At(east 3 feet above the hall year high water elevation it adjacent surface waters of said Southwest Quarter of the Northeast Quarter;thence North 89 degrees 19 minutes 40 seconds West along said South line of the
<br /> RIGHT-OF-WAY LINE Lowest floor elevations shall meet all of the following criteria
<br /> CITY OF HUGO At least 2 feet above the 100-year flood elevation of adjacent surface waters TOGETHER WITH Southwest Quarter of the Northeast Quarter, a distance of 169.00 feet; thence North 22 degrees 00 minutes 30 seconds West, a distance of
<br /> WASHINGTON COUNTY, MINNESOTA OHE OHE OVERHEAD ELECTRIC At least 1 foot above the emergency overflow of adjacent wetlands or ditches 81.00 feet;thence North 26 degrees 00 minutes 00 seconds East, a distance of 170.00 feet;thence North 53 degrees 00 minutes 00 seconds
<br /> WETLAND EDGE At least 4 feet above the currently observed groundwater elevations in the area An easement for drainage and utility purposes over that part of said Southwest Quarter of the Northeast Quarter described as follows: West, a distance of 100.00 feet;thence North 17 degrees 00 minutes 00 seconds East, a distance of 11.84 feet to the Point of Beginning.
<br /> WOOD FENCE (based on a soil boring at the building site) TOGETHER WITH
<br /> = At least 2 feet above the elevation of any known historic high groundwater elevations for the area Commencing at the southwest corner of said Southwest Quarter of the Northeast Quarter;thence North 00 degrees 21 minutes 20 seconds East,
<br /> x x x x x BARBED WIRE FENCE assumed bearing along the West line of said Southwest Quarter of the Northeast Quarter, a distance of 299.00 feet to the North line of the South An easement for drainage and utility purposes over that part of said East Half of the Northwest Quarter described as follows:
<br /> 9. The property lies within Zone X, areas determined to be outside the 0.2% annual chance floodplain 299.00 feet of said Southwest Quarter of the Northeast Quarter;thence South 89 degrees 19 minutes 40 seconds East, along said North line of
<br /> Commencingat the southeast corner of said East Half of the Northwest Quarter thence North 89 degrees 19 minutes 40 seconds West
<br /> BUILDING WALL HATCH per FEMA Map No. 27163C0143E, effective date February 2, 2010. the South 299.00 feet, a distance of 307.63 feet to the point of beginning of the easement to be described;thence North 17 degrees 00 minutes g
<br /> 00 seconds East, a distance of 88.16 feet;thence North 40 degrees 55 minutes 30 seconds East, a distance of 66.00 feet;thence North 80 assumed bearing along the South line of said East Half of the Northwest Quarter, a distance of 514.05 feet to the point of beginning of the
<br /> 0 60 120 degrees 21 minutes 50 seconds East, a distance of 137.00 feet to the East line of the West 15.50 acres of said Southwest Quarter of the easement to be described;thence continue North 89 degrees 19 minutes 40 seconds West along said South line of the East Half Quarter of the
<br /> GRAVEL SURFACE 10. This survey was done without the benefit of a title commitment. 9
<br /> There may be additional easements that affect the subject properties that are not shown on the survey. Northeast Quarter;thence South 00 degrees 21 minutes 20 seconds West along said East line of the West 15.50 acres, a distance of 159.50 Northwest Quarter, a distance of 350.00 feet; thence North 18 degrees 30 minutes 00 seconds East, a distance of 56.00 feet;thence North 46
<br /> SCALE ( IN FEET ) CONCRETE SURFACE feet to said North line of the South 299.00 feet; thence North 89 degrees 19 minutes 40 seconds West along said South line of the North 299.00 degrees 00 minutes 00 seconds East, a distance of 60.00 feet;thence North 84 degrees 00 minutes 00 seconds East, a distance of 40.00 feet;
<br /> 11. The field work was performed on September 13, 2023. feet, a distance of 203.10 feet to the Point of Beginning. thence South 66 degrees 30 minutes 00 seconds East, a distance of 45.00 feet; thence South 06 degrees 30 minutes 00 seconds East, a
<br /> distance of 63.18 feet;thence South 89 degrees 19 minutes 40 seconds East, a distance of 166.45 feet;thence South 59 degrees 19 minutes
<br /> 0
<br /> DATE: October 10,2023 DATE AMENDMENTS BY PREPARED FOR: LARRY HANSON
<br /> SCALE: AS SHOWN 10/12/23 ADDED SOIL BORING ELEVATIONS, LOWEST FLOOR ELEVATIONS AND PROPOSED DRIVEWAY SMK
<br /> I HEREBY CERTIFY THAT THIS SURVEY,PLAN,OR REPORT WAS PREPARED BY � 40 seconds East, a distance of 40.00 feet to the Point of Beginning.
<br /> ME OR UNDER MY ECT SUPERVISION AND THAT I AM A DULY LICENSED
<br /> DRAWN BY: JAS LAND SURVEYOR ER THE LAWS OF THE STATE OF MINNESOTA.
<br /> IrAr
<br /> CHECKED BY: SMK '
<br /> IDSET
<br /> how ARCHITECTS ■ ENGINEERS ■ SCIENTISTS ■ SURVEYORS
<br /> FILE NUMBER: 2023-1 1544 Shawn M.Kupcho L.S. DATE:10/10/2023 LIC. NO. 49021 © 2023 WIDSETH SMITH NOLTING&ASSOCIATES, INC.
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