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<br />I
<br />r. I I A I I I Shed)I I I
<br />I I F l I I �� /_\
<br />\ I \/ I I / v I
<br />W''ly Ext. of N Line of I
<br />r I I I I
<br />\ .� 9 O
<br />Lot 4, A . NO. 107 � ` I
<br />FENCE COR. FALLS
<br />0.1 % SOUTH �\ \ 90% PROP. LINE -\\ I I / L
<br />gL
<br />J / 9 \\ I I FENCE 2 OR• NORTH -� o �� I I /� I I /- FENCE FALLS I N0°06'25"W ,
<br />/ \ \ - NO°06'25"W S Lihe of ROfVAVIC OAKS I I o I 'w_d
<br />CAP#12251 �� �C�P#9 8 0� CAP#9808 y /� -1734 N89 5335 E 1014.46 o.li NORTH - - - -
<br />- - - - - - I � - - \ / •-4.30.2�3 � ><~•>i ��^. ,^ _ I ,� _ 520.65 - �� `- 36.58 -' , 27 0Q .
<br />0�� \� - N89°5 '35"E 520.65 I I FENCE COT. FA LS 13
<br />n i \y`^\>,^\% o\�,�,5 / 0.5'/- SOUTH \
<br />�, \ y aacD\ 0, 64.95 57.00 57.00 56.90 57.00 57.00 56.90 56.90 57.00
<br />BS Bit �BLSfz3 BSBL/ - SBL/ BSB BSBL BSBL BSB BSBL BSBL BSBL BSBL BSBL BSBL I I 3 J
<br />x / wl
<br />- N Lie of Lot 4, Ali Sly N0. 107',' \v;<,�; , .ox.Y � ` q1"� z 3 3 3 3 3 3 3 3 W
<br />\ L-rie of SW 114 of the \, 8 r� / ` , °
<br />\\ ` <\x\: ' y< ag9• s °,o, `\ � � y ,5SE 114 of S. 31T3l R. 22 >r3 g1- ^ 29 oIN`
<br />O 0 0 N°c�oo
<br />oO
<br />X
<br />-,
<br />�gr'< 10 57.00 57.00 56.90 57.00 57.00 ° 56.90 56.90 57.00 �
<br />/ ; = Wetland Bufferk' Area:�l S89 053'35 'W 455.70
<br />°
<br />o
<br />54.0 I cc
<br />O- --- --\
<br />/908-
<br />y"; > \l, C I I\' �x\ o0i J J / �C. o ° o I I I -C
<br />\\~X'\, * ,tl --- I I -` O CW z i
<br />\� `> - - ��\ ,' N89 °53'35"E 114.00 _ _ _ _ _ _ - 9 °53'35"E 172.00 \ `n I I _ ;_ I °_'
<br />\ / \I 57. 00 57. 00 NT 53 35 E 57. 00 � 57. 00 58.00 \ I c 1� �
<br />'\c Y\ NI e ;,,1 / 57.6/ o
<br />_ 0� Pr osed Trail - '� > k /< > / / 3 I I I
<br />>` \X �"I"-, \ �. �\ > \` / �� cV O / V • 1R / 1222 SF 4c R O �� \ A I O I I � �•
<br />\\^' T,' y k \ \ �� \1\ / °6�j� cS��?' �r.j NOO Nip N� /V N� `O / /NOO 20 NO O�n
<br />\ r . , \ , \ , 6'.. I� EX%S tL ` CO a IQ
<br />:k�0 �JO / Z o0 o O Bar. ^ O
<br />15
<br />�`° \ /� \� / \ �, 2300 E / / \ \ 3 / I 4. co I S89 °53'35 "W S89 °5335 "W Sl7%°42'53"E \ 9o�p W ` - ,
<br />%� j `� oo / 57.00 57.00 l 57.00 57. DO 58.00 / -22. l2 \ o
<br />o o Drainage &Utility o a i >�oL�. \ ,� / S89°53'35"W 172.00
<br />`y �� n \ O 3 I 900 900 900
<br />Easement Over °, i 0\ 0 °O E \ h0 \ \ I b -�c
<br />6i11 of Lot 22 Go R6 y96 �6p 9 N �� O�// 2°48 j0 k �� \ l --- / q O `90 S89°25'49"W I I a I
<br />CO\O�/ 6 D,5 00 / /i / I i 7 I )„
<br />N7 0 2„ N 1 9 i °. / I 7.1 fl\ 18.00--, w e
<br />I 1 3 , I9� a I 6
<br />9 0955„8, / ° yo, OO o F N I� - 1 x ` o j`'"'
<br />/ cn 1 �' \ %.j00 \ �Ir\ 1 W rn; / \ 1.�2 ,� R� \ J \ ,OH •/" I o w o 9�6• g05'
<br />/ \ 7 °° \90 / / O� a 5 a/n3.2 O o, r C- I U
<br />\ I \ \ /g43.51
<br />` / c a "
<br />N 6 - / 9 \ 1.4 0 2.2 / R=/38.49
<br />90 v o, y6770/ o
<br />/' \\ \ \ O 9- '1'S6 , / \ o r " �69 / R�110.� \ 12.I n -- 3f 2%
<br />/ I' \ b \ \ 9 0 moo, "� , 1 S7 /8'2 E „ \ SE H
<br />o / 9• --12.30
<br />u_ \ SEPTIC MH
<br />'
<br />�22\� .49
<br />T\ I /�/20 iI' ,J
<br />N88 °2339 "E &
<br />- \ - - -
<br />51.78
<br />P#12251 ` II . I.'i 1�5 \ I 0/1I \ 9Ro 'a
<br />6�s srsr„ h` 1\ S67°0231 "E
<br />O / 4
<br />ILIO I � I I 90 0
<br />i /
<br />_ / / \\_ \ 1 / r I _
<br />N -� z / _ �905 I- I I I �I
<br />/ S88°23'39"WX� X-x 1 11 Ii w
<br />57.00
<br />I I
<br />60 -904
<br />\ 60�1,11 OUTLOT /A
<br />o I
<br />-N- / / '% oy I vv I I /
<br />/ d / /\ I I I I IACV
<br />/ �
<br />0 50 100 A - -
<br />= x. \\� - NE'ly Line of Lot 22 \ I
<br />NNE �' ^/ / / N \ SW'ly Line of Lot 4 �� h / I I I I I
<br />SCALE IN FEET ���\ -Z�
<br />/ Lila \ s6,. I I W I I
<br />THE SOUTH LINE OF BLOCK 2, ROHAVIC / / `\ `- ' \\ - - - - 90j Drainage & Utility
<br />OAKS IS ASSUMED TO HAVE A BEARING OF osement Over ^� l - - ^ l I
<br />NORTH 89°53'35" EAST �\ \ / / _ s� 1 /
<br />\ \ � of Outlot A \ \ � �° I I I \ I
<br />INV=
<br />( L--
<br />O DENOTES I/2 INCH X 14 INCH IRON MONUMENT 10 892.59
<br />SET, MARKED "LS 17255"
<br />DENOTES NAIL SET /�� 9 0 '
<br />2 ` �90 \ / �\,o
<br />/\\ 0 .J
<br />• DENOTES IRON MONUMENT FOUND / / ?,. C• 2, � ��� � �� �
<br />�11k DENOTES REBAR IRON FOUND
<br />/ / o• or,•o
<br />w \
<br />_ I �? J h--
<br />® DENOTES NAIL FOUND CIOI 3 -g04�
<br />I I
<br />DENOTES CAST IRON FOUND �'No �\ \ a N905-
<br />6 I wI
<br />\ °
<br />M120 3'/-�
<br />05 I X /ICI I ► I
<br />SURVEY LEGEND / / - ► I I I
<br />X/ I Q w
<br />D ELEV @THRESHOLD CATCH BASIN » STORM SEWER ' / / \\ \ / / --- ` /66 / \ \ \ / I I� I I I
<br />THSI I W
<br />�® \\\ I c I I I I x�
<br />2
<br />CO SAN CLEANOUT STORM MANHOLE > SANITARY SEWER I °25 I I 1 I I I o
<br />X
<br />O \
<br />COL BUILDING COLUMN SANITARY MANHOLE I WATERMAIN
<br />\ \ X9
<br />O HAND HOLE HYDRANT CULVERT / / / \ 9cn ----�- / I �O - o
<br />\ l � Drai oge &I Utility Easement - I I
<br />UNDERGROUND ELECTRIC
<br />RD o ROOF DRAIN D4 GATE VALVE ELE
<br />l�
<br />0 MAILBOX 0 POWER POLE FO UNDERGROUND FIBER OPTIC \ I I \ \ I \ / / I `� �O XPCs
<br />/ to POLE GAS UNDERGROUND GAS I \\- - - - - - - - - XI Oo A�gV)
<br />o GUARD POST cn L - --------�--------- I I rgo°
<br />I / T
<br />\ I I I I °
<br />GUYWIRE TEL UNDERGROUND TELEPHONE +1 I
<br />0 WELL � / -� SIGN OH L x \l f \ \ =
<br />OVERHEAD UTI ITY o N \\ I �\ \ rn g
<br />x972.5 SPOT ELEVATION -X X-BARBED WIRE FENCE \ II \ N89°2549"E 39/.l8
<br />I ti I I
<br />41
<br />❑A A/C UNIT -0-0- CHAIN LINK FENCE \\ II I \ ------------ r-----------
<br />❑T TELEPHONE PEDESTAL -N-N-SPLIT RAIL FENCE \ - �A I \ 1 I I I I I oU^ $ m
<br />OE ELECTRIC MANHOLE -� �- WOOD FENCE _ _`_ - - \\� 90 1 � I 90s\ J \� -- Drainage & Utility Easement
<br />Q TELEPHONE MANHOLE TRAFFIC SIGNAL - -
<br />v I
<br />OE ELECTRIC METER CONCRETE CURB \ \\ 6 2 X W I
<br />\\\ s I ICI I \I I
<br />© GAS METER - - WL- EDGE OF JURISDICTIONAL WETLANDS
<br />\ I I -33 -3
<br />BSBL BUILDING SETBACK LINE Existing a
<br />House / ►I L=20.98 l\ l \ I I I
<br />a CONCRETE c 2 '2
<br />,� --� p �
<br />�4 2709 -- \___---- ► Ion \ g03� \ IN I I w c
<br />g�2 CONTOUR \ o �� �� \ \ \ o / / \ Sly Line of Lot 4 &
<br />/ cS894047E\\ \ NIA„- NLine Lot 5-\
<br />1/2''OP '- - - - - - - - - - - - - - - - -x - �-� - - - --
<br />56.71 w o N89040'47"W 356.64-- - - o �3 I PI CHED
<br />HOP rn a
<br />o "� Shed" Z /32.1 'A I I
<br />\ \ S89 40 47 E- _ �\ I 20.3 N N'Gara e I
<br />-----W'ly Ext. of S Line of '04- - 250 SF N 713 9 N I I -33-4 w _
<br />Lot 4, Aud. Sub. No. 107 2.1
<br />` II ON NO \ cy I II J
<br />OR. FENCE N� N � ^ O \ v\ = 38.2
<br />C FALLS a N O a s ' S o o, w I c;
<br />0.4N 0.5E- Ni
<br />I \ ZN� ^b I Off) ^�\`- �� \ G �w cc'o o,y
<br />It
<br />Aj
<br />S89°44'38"E - / v \ /It
<br />g4 47.8 I CAP s 7
<br />1 ` I \ - - 12 - -
<br />_ 80.95 _ _ \ \ o k6 ci /34.s W roo
<br />�o•y \ �� I 37.2 I I �
<br />I O a O I
<br />l Story �i w a
<br />' h e d \ ch \I
<br />1 ' M Stucco Building I I O Oui
<br />L2675SIF ICCOTTAGE HOME RMH90.25 1
<br />- INV=892.9�
<br />o \
<br />CAP#3527
<br />DETAIL , I -� _�_ \�'\ o e -�---
<br />'
<br />:I) M \ I I o J N Line Lot 6 -� I I O J
<br />Droinagetility
<br />Easement Oder
<br />rIJ � 3 All of\0CJ7�bT B
<br />0 o I a
<br />33 33
<br />W 7'-,N3 � \ -O I -- ' \ \\ \ I� 4 I / / I I � p LU
<br />11 :
<br />11
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<br />co
<br />5.8 , - /t / I W \ E d
<br />�i 33.I
<br />O �'
<br />I I I ti °o �' Q. I t N Line of Anoka I 3
<br />Proposed Trail - I I , o -- \ , I T h - T -
<br /><----------- �t -- °4�' YI m ° Z _ 1 ICo. Highway ROW o i In
<br />ASH STREET a I I I I S89 58 OS W
<br />I _ /0 0 1 ' 72.95 i l60 - \ I Xo N89 044'38"W 353.60 I Plot No. 48 89 °44'38 "W '08 "W IN c 3 <
<br />_L16 _ ° 2.7i �r - _-sM+- 53 0 0 29.18 �I
<br />EXCEPTION' -I N89 4 38 W 527.77 � --' r ` �
<br />s�cz,T1 -- -- = S89°44'38"E 113.35 �0 EXCEPTION _0v --- L-
<br />RQW
<br />�� cn -
<br />I� o l I YY�� MH sTM N; I / N-� I I S Line Lot 6� .,L=17. 4--
<br />I I I /`n RIf901.22 RIM=900.96 90) I. ]p� I SMH I/ I h
<br />°, I, i I . / n / / I r, 11 , r, I r, CNN=89�.22 CB c0� GA¢ / GAS / �� 1., 1 RIM-9 2.74 I k / O I 11
<br />1 a I I \ 1\ 1 I I-' I i RIN-900.20 r r� "O INV=B 03 ° O u
<br />• I Ii o "I-�� o 11 •� GAS / I - u + R=1465. 9 I ° N89 5808 E
<br />S89 °44 38 E 1 • 36.85 / 1354.58 •
<br />i� S89 4 3� STMH N89 44 38 W 113.35 I - cns P , \
<br />- - - 695, 68 74 I n S \ I r , tRhV_ ,
<br />(Min. Setback Distance) \` --RIM_=_9O RIM=900.75 I C- r, r r r, r, r o 1 I I r� I I v� r r f r ri�rti ry 11 gF�O , \ „ A I I r, I I
<br />-S 114 � INV=897.06(N) I J I I t I G G i 11 ., �i �^ 11 t V �� �� l� r \�� g\ "� / I I i t �-] , 1\ 1
<br />(NOT TO SCALE) S 3/, T. 3l, R. 22 wv=Sssss(E) I (Nubllcly traveled RoadW 906 I I i I
<br />1 SE 114 Corner of
<br />S. 3/, T. 3/, R. 22 -
<br />ti 1S Lin of Lot 22 per AUD. SUB. NO. 107 i _ r,
<br />0 ' $ i N Line ROW per AtV. SUB. NO. 10 / NE 114 Kner of � C/M 3rd Correction Monument
<br />Lirr�of SE�4 oT.3l; R�2 Purposedly Taken as ROW per Prescriptim Right /
<br />S. 2, T. 30, R. 23 - (3.38 N
<br />LEGAL DESCRIPTION
<br />All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South
<br />line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said
<br />South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn
<br />parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5.
<br />AND
<br />All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning
<br />at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North
<br />at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying
<br />Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line
<br />of said Lot 5, Anoka County, Minnesota.
<br />AND
<br />That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the
<br />South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line
<br />289.31 feet to the North line of said Lot 5 and said line there terminating.
<br />Excepting therefrom Parcel 21, Anoka County Highway Right -of -Way Plat No. 48.
<br />AND
<br />All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South
<br />line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of
<br />said Lot 6 to the North line thereof and there terminating.
<br />Excepting therefrom Parcel 22, Anoka County Highway Right -of -Way Plat No. 48.
<br />AND
<br />That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said
<br />Auditor's Subdivision No. 107.
<br />Excepting therefrom Parcel 20, Anoka County Highway Right -of -Way Plat No. 48.
<br />AND
<br />Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and
<br />That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and
<br />lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No. 107.
<br />AND
<br />That part of Lot 3, Auditor's Subdivision No. 107 described as follows:
<br />The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying
<br />Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet.
<br />Anoka County, Minnesota
<br />Abstract Property
<br />GENERAL NOTES
<br />SURVEYOR: OWNER/DEVELOPER:
<br />Loucks Lyngblomsten
<br />7200 Hemlock Lane, Suite 300 1415 Almond Ave.
<br />Maple Grove, MN 55330 St. Paul, MN 55108
<br />763-424-5505 651-632-5387
<br />1. Prepared May 11, 2020.
<br />2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork
<br />is 6075 Hodgson Road, Lino Lakes, MN.
<br />3. The bearings for this survey are based on the Anoka County Coordinate System NAD 83 (1996 Adjust).
<br />4. Benchmark: MNDOT monument 0280G located at the southeast quadrant of Sunset Avenue over 35W.
<br />Elevation = 929.28 (NGVD29)
<br />Site Benchmark: Top nut of hydrant located at the southeast quadrant of Ash Street and Albans Street.
<br />Elevation = 903.48 (NGVD29)
<br />5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance
<br />Rate Map No. 27003CO344E, Community Panel No. 2700150344E effective date of December 16, 2015.
<br />ei. The field work was completed on October 10 2019.
<br />7. Buildings on adjacent property are taken from aerial photographs and maps provided by others.
<br />ZONING INFORMATION
<br />Current Zoning: Zone (GB) General Business District
<br />Proposed Zoning: PUD, Planned Unit Development
<br />SITE DATA
<br />PROPOSED AREAS
<br />Block 1
<br />Lot 1 =
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 2 =
<br />4,154 Sq. Ft. or 0.10 Acres
<br />Lot 3 =
<br />4,154 Sq. Ft. or 0.10 Acres
<br />Lot 4 =
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 5 =
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot ei =
<br />4,154 Sq. Ft. or 0.10 Acres
<br />Lot 7 =
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 8 =
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 9 =
<br />4,802 Sq. Ft. or 0.11 Acres
<br />Lot 10=
<br />4,q. Ft. or 0.10 Acres
<br />Lot 11=
<br />4,1 ei1 Sq. Ft. or 0.10 Acres
<br />Lot 12=
<br />4,112 Sq. Ft. or 0.09 Acres
<br />Lot 13=
<br />4,141 Sq. Ft. or 0.10 Acres
<br />Lot 14=
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 15=
<br />4,307 Sq. Ft. or 0.10 Acres
<br />Lot 16=
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 17=
<br />4,1ei1 Sq. Ft. or 0.10 Acres
<br />Lot 18
<br />= 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 19
<br />= 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 20
<br />= 4,234 Sq. Ft. or 0.10 Acres
<br />Lot 21
<br />= 1 a4,214 Sq. Ft. or 4.4g Acres
<br />Block 2
<br />Lot 1= 181,122 Sq. Ft. or 4.16 Acres
<br />Lot 2= 53,044 Sq. Ft. or 1.22 Acres
<br />Lot 3= 30,800 Sq. Ft. or 0.71 Acres
<br />Outlot A
<br />102,547 Sq. Ft. or 2.35 Acres
<br />Outlot B
<br />16,977 Sq. Ft. or 0.39 Acres
<br />Outlot C
<br />93,809 Sq. Ft. or 2.15 Acres
<br />Gross Plat Area= 915,795 Sq. Ft. or 21.02 Acres
<br />Proposed ROW= 79,841 Sq. Ft. or 1.83 Acres
<br />Wetland and Wetland Buffer= 22,750 Sq. Ft. or 0.52 Acres
<br />Net Plat Area= 813,204 Sq. Ft. or 18.67 Acres
<br />DENSITY
<br />(Acres)
<br />Gross Area
<br />21.02
<br />Wetlands & Water Bodies
<br />0.28
<br />Public Parks & Open Space
<br />0.00
<br />Arterial ROW (CSAH)
<br />1.83
<br />Other (Utility Transmission Easement) 0.00
<br />Other (Wetland Buffer)
<br />0.24
<br />Net Area
<br />18.67
<br /># of Units
<br />167
<br />Gross Density
<br />7.94
<br />Net Density
<br />8.94
<br /># of Units (Future)
<br />223
<br />Gross Density (Future)
<br />10.e,1
<br />Net Density (Future)
<br />11.94
<br />DRAINAGE AND UTILITY EASEMENTS
<br />ARE SHOWN THUS:
<br />(NOT TO SCALE)
<br />II
<br />-5
<br />II
<br />5 - -1 -
<br />10 I I
<br />+I II
<br />---1--J L
<br />-
<br />----
<br />BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
<br />INDICATED AND ADJOINING LOT LINES, AND
<br />BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
<br />INDICATED, AND ADJOINING RIGHT-OF-WAY
<br />LINES, AS SHOWN ON THE PLAT.
<br />OEM LnUCKS
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />10/03/18
<br />SURVEY ISSUED
<br />10/17/18
<br />REVISED SURVEY
<br />10/19/18
<br />REVISED PER COMMENTS
<br />01/09/1Id
<br />ADDED ADJ. EASEMENT
<br />01/10/1Id
<br />UPDATED SURVEY
<br />01/12/19
<br />UPDATED SURVEY
<br />01/29/19
<br />REVISED PER COMMENTS
<br />04/15/20
<br />REVISED PER COMMENTS
<br />04/24/20
<br />UPDATED SURVEY
<br />05/08/20
<br />REVISED PER COMMENTS
<br />05/11/20
<br />REVISED PER COMMENTS
<br />I hereby certify that this survey, plan or report was
<br />prepared by me or under my direct supervision and that
<br />I am a duly Licensed Land Surveyor under the laws of
<br />the State of Minnesota.
<br />enry D. Nelson - LS
<br />License o. 17255
<br />Date 10/03/18
<br />Loucks Project No.
<br />18268A
<br />Project Lead
<br />HDN
<br />Drawn By
<br />SFH
<br />Checked By
<br />HDN
<br />Field Crew
<br />SFH, MJA
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