|
CERTIFICATE OF SURVEY
<br />�for� DR. WAYN E SCAN LAN
<br />�of� 6848 OTTER LAKE ROAD
<br />LINO LAKES, MN 55038
<br />PROPERTY DESCRIPTION:
<br />That part of the South Half of the Northwest Quarter of the Southwest Quarter
<br />of the Southeast Quarter of Section 24, Township 31, Range 22 and the North
<br />65 feet of the Southwest Quarter of the Southwest Quarter of the Southeast
<br />Quarter of Section 24, Township 31, Range 22, Anoka County, Minnesota,
<br />described as follows:
<br />Beginning at a point 33 feet east and 800.77 feet
<br />north of the
<br />South
<br />Quarter corner, Section 24,
<br />Township 31,
<br />Range 22;
<br />thence east
<br />a distance
<br />of 325 feet; thence south
<br />a distance of
<br />203 feet;
<br />thence west
<br />a distance
<br />of 325 feet; thence north
<br />a distance of
<br />203 feet,
<br />more or less,
<br />to the
<br />point of beginning, except
<br />road, subject
<br />to easements of record.
<br />NOTES
<br />- Field survey was completed by E.G. Rud and Sons, Inc. on 1 /15/13 and
<br />11 /8/18.
<br />- Bearings shown are on the Anoka County Coordinate System.
<br />- Curb shots are taken at the top and back of curb.
<br />- Parcel ID No. 24-31-22-43-0009.
<br />Total parcel area = 65,968 sq. ft. (1.51 acres)
<br />- This survey was prepared without the benefit of title work. Additional
<br />easements, restrictions and/or encumbrances may exist other than those
<br />shown hereon. Survey subject to revision upon receipt of a current title
<br />commitment or an attorney's title opinion.
<br />- Due to field work being completed during the winter season there may be
<br />improvements in addition to those shown that were not visible due to snow
<br />and ice conditions characteristic of Minnesota winters.
<br />- BENCHMARK: MNDOT Station 0282S located in the NE 1/4 of Sec. 24, T.31,
<br />R.22. Elevation = 931.46 ft. (NAVD 88 Datum)
<br />- Wetland delineation by Jacobson Environmental, PLLC.
<br />LEGEND_
<br />•
<br />DENOTES
<br />IRON MONUMENT FOUND AS LABELED
<br />O
<br />DENOTES
<br />IRON MONUMENT SET, MARKED RLS# 41578
<br />(UNLESS
<br />OTHERWISE NOTED ON SURVEY)
<br />DENOTES
<br />ANOKA COUNTY CAST IRON MONUMENT
<br />❑
<br />DENOTES
<br />CATCH BASIN
<br />OD
<br />DENOTES
<br />STORM SEWER MANHOLE
<br />Os
<br />DENOTES
<br />SANITARY SEWER MANHOLE
<br />4
<br />DENOTES
<br />STORM SEWER APRON
<br />DENOTES
<br />HYDRANT
<br />MM
<br />I�
<br />DENOTES
<br />GATE VALVE
<br />x x
<br />DENOTES
<br />FENCE
<br />OHw---E)-,
<br />DENOTES
<br />POWER POLE AND OVERHEAD WIRES
<br />X 952.36
<br />DENOTES
<br />EXISTING SPOT ELEVATION
<br />..... ...................
<br />DENOTES
<br />EXISTING CONTOURS
<br />IT
<br />DENOTES
<br />TELEPHONE PEDESTAL
<br />©
<br />DENOTES
<br />CABLE PEDESTAL
<br />®
<br />DENOTES
<br />BITUMINOUS SURFACE
<br />DENOTES
<br />CONCRETE SURFACE
<br />wet
<br />DENOTES
<br />DELINEATED WETLAND
<br />BLDSB
<br />DENOTES
<br />BUILDING SETBACK LINE
<br />>
<br />DENOTES
<br />EXISTING SANITARY SEWER
<br />»
<br />DENOTES
<br />EXISTING STORM SEWER
<br />DENOTES
<br />EXISTING WATER MAIN
<br />ESL'9" Professional Land Surveyors
<br />www.egrudxom 6,776 Lake Drive N E, Suite 110
<br />Lino Lakes, MN 55014
<br />Tel. (651) 361-8200 Fax (651) 361-8701
<br />913.99
<br />BC
<br />913.38
<br />PPN,S
<br />- 911.96/
<br />BCCFj
<br />33.00
<br />i
<br />/
<br />/
<br />/
<br />/
<br />/ 912.28
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<br />w �: NO. 9808
<br />2.43 / : 242.57 ...... RLS
<br />LINE OF THE SE V4 OF SEC: 24
<br />SAN MH / I. a \ / xslo'11 o 90
<br />• / 90s.34 / x N' 908.73
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<br />�� OE
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<br />• : ROT O\ I EPOND
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<br />/ (' \ ` \ / QQ' �09.85•z INVFES 907:29 \ / 90N- A`EPOND i = ,• j TOP (` \
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<br />911T I.........../............`I!...........907:15 x 910.84 m
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<br />/ 32:•
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<br />909.78 CS -----• .._.�8.---- ' (` \ 908.76
<br />910.33 910.00 � / 910.69 910.31 SP3
<br />BC 5 r1.64 all. x910.72 `<�.// x x x x o x
<br />Sj� i
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<br />911X38 x 911.40 11.22 •"'•""'••.••910.5q 1-UP
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<br />9 / I x 912.15 910.93 /
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<br />x m cv
<br />/ / b x 913.67 913.22 / � x �•,
<br />961C3.80 -_
<br />1 Lam- 912.45 x910.37 I••w U / U - _
<br />/ aim. _ 911.62 3 W
<br />912.4 91z.az s1�s.os x911.as x ° 6' CHAINuNK FENCE xx .•• w
<br />\ Ld
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<br />914.29 '. r� \ 912.18
<br />..... .912............... x913.66 910.14 m
<br />_ 913.02 913.25 ECONI " 912'04 •.... i \ x W
<br />\ \ I \ xSATDISH x / / \ SP4 J J V7
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<br />� x
<br />ID 913.53
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<br />/ 1 / .....
<br />mm x
<br />91 ..
<br />67
<br />r 913.17 I __ 5\ a ................ ....91'4:1 b' x o
<br />�...
<br />913.66 913.94 a.................914
<br />/ /\ _ /1 O I _ ®�WELL'GE' \� x914.13
<br />x 914.69 914.79 x914:09..,, x913.23 m X 915.00 x914.53 915.39 X X ae X X�'k� ;x 914.05
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<br />90.2
<br />BC // V E1T4 913.28 0 913.71x
<br />/ 913.33 MHSTRM�. / OI / I 4_ ECONC 15 -�
<br />914.82 5 < 5 4 <
<br />/ INV=90f.28 "913.37
<br />1 x } o
<br />w 913.91\- SOUTH LINE OF THE NW 1/4 OF THE SW 1/4 S 5 `" 913.82 EXISTING m
<br />�� OI v BC 913.71 / / 55 I
<br />• �Q I OF THE SE OF SEC T. R.22 SHED
<br />� N.Q .... � m 1 /4 24, 31, 4 ti < 5 < I N
<br />I m 5 5
<br />00 Q _ N rn� rn� eC '91 ., 913.43 0 ' 4o �0 / 5
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<br />o m '' c> �,., 9 m 913.75 < .. _ 913,82
<br />� `��4�- EXISTING BUILDING S 5, 4. %.
<br />W r� o / °m o�m /-APPROXfMATE °R/W LOCATION AS 5` 5 s< 6848 OTTER LAKE ROAD 5'
<br />"� GRAPHICALLY SHOWN PER OTTER LAKE FIFE = 915.1 / 5
<br />' o % ROAD REALIGNMENT UTILITY & STREETS "O m -� 9123e
<br />�0 W I IMPROVEMENT PLANS SHEET 12 OF 31 913.six mw 10 PRIVACY FENCE---_\
<br />o z a SHEETS PREPARED BY TKDA PLANS �w a' wood
<br />ci Q o sf4.16 ORIGINALLY DATED 07-06-98 AND
<br />o o~ a n 3 BC REVISED FOR ASBUILT ON 02-07-OOW 9�.2 )
<br />--- 33 --- -- ......... sla.sa j
<br />Z 914.25 914.31
<br />..3 914.45 ECONC - - �g�LVS- - DSB
<br />4<A�X-X_ X X W BC BC -__BC!tB5BX .914.39
<br />I W W W p'' _ .. x.91.4:�?. �VgSg�r 913.49........X......................................................... ....................Y.. 91.4:X x91420 914.50.................................. I m
<br />i .......... BLDSB -�91.a J•-•.� I 2-UP 913.63 p..L......................................\
<br />x 913.92 ...,.\
<br />B C5.62 p OO 913.27 �- x 913.39 x 912.46
<br />I z _ 913.kl,/.
<br />'' ..x.973:72.............x...914. ................... 912.82 912.85 W 2A45
<br />W W f- 913.46 EBIT 91294 W 268 eM WL2A-3 eM + WL2A-4 }gM-� WL2896 x I
<br />U1 I BC912.60 91280 WL2-4 9122.93 91272 WL2A-2�} it 3 eM }eM -
<br />W W W :� CA �'WL WL2-7 4 }gM< -2 912.47 912.35 �E- JJ L } i I
<br />912.42 912. 3 �Q M -
<br />\� WL WL2
<br />WL2-6 WL2-5 -49 g -} -_� gM 1 x 2:71L2A 7
<br />W I ,\II. �A,N W12.10
<br />I J W 0 ~ I .' 2 91 .66 � � 911.51 ..... }eM ... .........X-911'.88� .... .. am III .....L .....2-WET................................... .............................. _.. � 91204 _9�38 -BLDSB--- -BLD6B �
<br />x 909.01
<br />908.97
<br />I�
<br />I
<br />X 913.97
<br />913.17
<br />.....914.. I........
<br />V O WL 9 � TOPCMP „ 912 911.47 x 911.64 ...... ... --- 1.x
<br />Q W _ --- -,� Est
<br />W � W p 3 I s14. 7 910.1 ----- I x - LINE PARALLEL WITH THE SOUTH
<br />I z _o v 1 o x `. Fps 3SE~ 1\�I, x 911.2z P R O P O Sx Eo D DRAINAGE I AND U T I L I T Y E A S E M E N TI 9,,.7a \ LINE OF THE SE 1 /4 OF SEC. 24 O I Y_
<br />U ~ Q J 9,12.53 : 911.03 910.38 x 910.62111
<br />X 912.18 ti'
<br />(� z WL2-10 V ( 9 )2j5-4 Il./--V-K .�-�913b9- x913� 914.02
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<br />x911 05
<br />--
<br />rn e'er EBIT ,\II, ,\II, JI. WL2A-8
<br />_ '"� / 0, 0 : 912.77 \ x 911.53
<br />WL2-11 \ - x91.1.86" ..
<br />- SQ mm ; \- _SOUTH LINE OF THE NORTH 65 FEET OF THE SW 1/4 gt xg14.55
<br />s16.23 _Q - OF THE SW 1/4 OF THE SE 1/4 OF SEC 24, T.31, R.22 II, 913.53 x914.20 ""
<br />.....
<br />Iir-
<br />BC x 910.78 ...................... .
<br />911.59 ..,. ,WL2A-9 �"'� x916.49
<br />\ I _ O x WL2962 O x x 911.73 x 911,82......... _ -Wet x 916.43
<br />0. O 913.61
<br />0 2 rn N
<br />I 0) ^ o f WL2A-10 9
<br />3 N /\ c 2 I •. 912.8 .............
<br />w � V 914.82 974..., WL2-13 x 910.98 912" W -
<br />etWg
<br />�/ EBIT ....
<br />_ - I 914.43 x 913.40 & Wet Wet wet
<br />..........
<br />WL2-14 p dlll. Viet g12,24 91265
<br />WO = I WL-NOFLAG x 912.98 WL2A-12
<br />---- __ 912.27 ....
<br />\N - 50 _ Wet WL-NOFLAG ........................ _..
<br />I ......................
<br />--- 914..........
<br />N U n 913.86 x 913.43 ...................
<br />V WL2-15.............................................
<br />wW
<br />II D- 0 _ I 1914,211
<br />z= PPSNE,SW EXISTING ZONING/SETBACKS:
<br />I
<br />3o
<br />Current Zoning: Light Industrial District (LI)
<br />\ I
<br />Building Setbacks:
<br />Street = 50 ft.
<br />I \\ I I Side = 10 ft.
<br />\\ Rear = 15 ft.
<br />I \\\ I Wetland = 10 ft.
<br />Parking Setbacks:
<br />I n I Street = 15 ft.
<br />Side = 5 ft.
<br />\\ UTH QUARTER CORNER I Rear = 5 ft.
<br />VF SEC 24, T.31, R.22
<br />/\
<br />Wet
<br />913.54
<br />WL2A-11
<br />NORTH
<br />20
<br />x 915.65
<br />GRAPHIC SCALE
<br />0 10 20 40
<br />( IN FEET )
<br />1 inch = 20 ft.
<br />..
<br />X 916.27
<br />80
<br />X 908.17
<br />909.73 x
<br />1 hereby certify that this survey, plan
<br />or report was prepared by me or under
<br />my direct supervision and that I om
<br />o duly Registered Land Surveyor under
<br />the laws of the State of Minnesota.
<br />JA S E. D
<br />Date: 410812022 License No. 41578
<br />DRAWN BY: BAB
<br />JOB NO. 13028BT
<br />DATE: 1117113
<br />CHECK BY. JER
<br />SCANNED ❑
<br />1 11115118
<br />ADDL TOPO AND WL DELINEATION
<br />BAB
<br />2
<br />5117119
<br />ADDL TOPO
<br />BAB
<br />3
<br />7101119
<br />REV R/W & ADD EASEMENTS
<br />JEN
<br />4
<br />4108122
<br />City Submittal
<br />JEN
<br />NO.
<br />I DATE
<br />DESCRIPTION
<br />BY
<br />
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