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66
<br />CI366
<br />O Uy
<br />TOP=907.3 w 111
<br />O INV-902.8 S,N,W\ hH O iA
<br />TOP=907.5 \ ` �PP `•,
<br />INV-903.2 1` 908.3
<br />x 9Dg.6 .CBX TC z 90 .I 908.3
<br />soTC SRS g�79 FOUND RLS 47466 FOUND RLS 15233 #1 cp TC
<br />1150 T.908C1 ~- TCEI OP=906.7 %%�7/ %66 I / 908.2
<br />g 5 07.8
<br />HYD Jr TC x908.7 \ ®90ryB4 INV=902.8 S 0 HYD BTL
<br />INV=90 CAS BTL
<br />(P) 0-.8 TC
<br />CAS (P)
<br />908.9
<br />HCR , 908.4 908.2 907.9 907.7 907:8_ 07.1 7.2 /5"RC ST S 908.1 TC / '0 907.9
<br />TC TC TC TC Tc TC \-� G G TOP 907 \ TC TC
<br />908.5
<br />I 1 /2 DlP W (P)-1 I I I I I I-/2�"D/lP W (P)I I I INV=903.61NE,W I I I
<br />WV \ B T U M N O U S LL TH S��� NW
<br />x // x90e.1 • 908.8 \ -907.4 T g0E.p • 908.3 • 907.9 y x 907.7 907.6
<br />x 908.fi x 90 AN 908.3 z� UD z 907.8 x 907.6 907.2 x 907.4 z 907.4 • 907.7 D-.8 \ Q
<br />SAN " g0� � ^ c6 486J SAN o FOUND IRON x0.6 FT.
<br />Q ca . hTOP=906.8 o i I/ p �� TOP-908.1 NORTH AND 1.9 FT.
<br />TOP=908.6 y (� TOP=9o7.5 H INV=902.6 W N89 4/ 34 E 4CJ .33 8\ INV=g97.6
<br />B 5AN S (P) INV=899.9 INV=902.3 E,SW B SAN S (P) V=902.8 N
<br />85AN S (P) B"SANS (P)
<br />ie"RCP ST s of I /
<br />908. 908,2 908.2 O6� 907.7 907. 07.2 907. 907.6 907.8 B.2 ®PKS CBX 9 8.1 .5 907.9
<br />® TC 908C p�� BTL q Q TG• RGP TC TC TIC §O&- TC TC BTL BT IC �Og TC STC TC TC HCR TC TC T CB CBX TC
<br />9 21" CONCRETE_ °t / 908.5 �908.3 908.6 9D8.1 Dg•
<br />\> ZN 9 BTL ERHANG CONCRETE cox so6.s CON TE 9079
<br />CBX 907. BTL TC -ann--- - 908.3 908.6 908.8 908.7 908.2 907.9
<br />908.4 908.3 908.2 908.0
<br />TC 908.5 908.7 13' ASH RAIN
<br />J907. 908.5 908.3 908.1 9081 Tc LPCBx' -gE 08.6 TAT TRANS 90B 9 'a• B .3 9083 9 8 TE RAINS
<br />RCP • 908.2
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />GENERAL NOTES
<br />Lots 6 through 18 and Pond, Block 5, Houlton's Addition to the Village of Elk River, according to the
<br />I.) Survey coordinate basis: Sherburne County Coordinate System
<br />recorded plat thereof, Sherburne County, Minnesota.
<br />2.) At the time fieldwork was performed for this survey, there was a significant amount of snow on the
<br />NOTE: Boundary is subject to change upon receipt of additional information on alignment of Main
<br />ground. Physical features were located to the best of our ability, but there may be additional
<br />Street and information from previous surveys.
<br />features that were not visible and, therefore, not shown hereon.
<br />UTILITY NOTES
<br />PLAT RECORDING INFORMATION
<br />I.) Utility information from plans and markings was combined with observed evidence of utilities to
<br />'
<br />develop a view of the underground utilities shown hereon. However, lacking excavation, the exact
<br />The plat of Houltons Addition to the Village of Elk River was filed of record on June 12, 1874.
<br />location of underground features cannot be accurately, completely and reliably depicted. In addition,
<br />Gopher State One Call locate requests from surveyors may be ignored or result in an incomplete
<br />response. Where additional or more detailed information is required, excavation and/or a private
<br />[ ] Bearings and/or dimensions listed within brackets are per plat or record documents.
<br />utility locate request may be necessary.
<br />2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to
<br />construction or design.
<br />TITLE COMMITMENT
<br />3.) Some underground utility locations are shown as marked onsite by those utility companies whose
<br />This survey was prepared without the benefit of current title work Easements appurtenances and
<br />locators responded to our Gopher State One Call ticket numbers 213230710 213231655 and
<br />907.9 2 908.9 , . .
<br />STAT '�
<br />X
<br />x 908.3- 907.
<br />TC ST s
<br />src 40.3 53. 0
<br />soe.- P RTA LE URB _ xsTAT a A1s A15 encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon 213350536.
<br />c6 xgoa.� o �/ ?8. 8.3 sog.a soe.z Y Y J P
<br />TOP=90 .3 CB O' / - 90a.4 908.3 908.1 ^� I
<br />INV=90.4 TOP=907.1 � 9 B'3x908.7 N / 0,. gp �✓ •9A7.8 receipt Of a current the insurance commitment Or attorneys title opinion.
<br />INV=902.Q1 SINE w s08.s/ BTAT 08.0 2 TR 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of
<br />INV=902.3 N,V/ STC 9Dg 7 gpg g 908.7 908.5 908.3 908.1 /;90/8.0 ry / O SPG g p E°NCR Eg08.0 DECK AREA
<br />ro STCO _/ C`• o // / 905.6 GATE •9P7SPR z9078 9 .1 0�•SPR x utilities prior t0 any excavation.
<br />90B.1 908.7 � U'V-f T� 907.7x •" SPR
<br />TC 66 m src / B T U M N o U S /o, 908.1 l.o °Bd`� `49.3 // I STAT 9077 o Area = 287,742 square feet or 6.606 acres 5.) Private utilities are shown as marked by Hance Locating Services, Inc. on December 7,2021. Private
<br />908.8/ \ / / TC 907.8 907.7 907.8 m
<br />xsoa.4\ 9084 908.3 soa.4 / ;; 9 8.0 rsoa BST E: x utilities are those utilities installed for the use of their owner, typically by someone other than a
<br />1 m / 9 LP 909.6 \ 908.g 08.D 9 7.6 07.6 TC �� Oa'6 �� /° BHEO LIN NCE
<br />8.s / •so7.g 9PR� q5 Gopher State One Call registered utility operator.
<br />909.6 08.5 LP VER NG <F 908.5 PIN •9 7.6 LPG Q
<br />908.1 LP 908.1 v O / r.�1 907. 907.5 907.4 0x 90 LP
<br />TC \ ^ oroo`i cA", 907.9 I' g0g9 . 90 .5 Q
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<br />o 0 09.1 1909.0 907.9 1 o n 08.0 0. 902_903. x 903.CID
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<br />908.1 Iu1 I 907. Hm 9'9 908.1 \ -I /r1 Cps
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<br />of STC CB ti� NE,W1�
<br />U Of TO = 06.1 `�o °j m "CRAB /p / �\ 90 .3 z901.
<br />x O U J ¢ % I PKS = 02.8 mti m� 6" RAB 9 7.9• / DE
<br />w U 908.7 909.1 / L o0 m c� 9 8.1• On / / / 01. 9sSWT
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<br />mn TC \ R o / p5 / _ ROUGH CORNER APPROX. 0.5 '
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<br />mm 909.7 909.4 908.5 908.1 J TC 9 7.6 908.5 O {{I 88E_ • } TOP=904.9
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<br />¢oz ti I STC I,� �� m' \\\/� /6 2 z 1's' A60 Saa.- EASEMENT PER DOC. ,gy 4 `� L / INV=897.4
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<br />909.3 00`.%' O N 2 9
<br />0.2 �y9 O`L AtG OVERHANG' / \ �, T //
<br />66
<br />m TTCp 910. x91 0 TC �}1' q9 GRDL �0 42.0 9p8.9 879 g .3 _
<br />909.3 ST, STc s %� 9C Via. 9�9 \ \ ✓/ 5 D.- e7g.6 - _ _ x -4�34 E 304.84
<br />m 909.8 / 880.0 STONE STEPS 878. g •M 891.1 • 7 899.6 ® 905.4 N
<br />cgx soe.7Q Tcs 9�s.7 so .7 .4 Sv/ / EB �x E8
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<br />\.. \ = C o �\ \ pY' / / -- AS \ .7 RANS
<br />en.a--___ 884.a \
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<br />905.0 `Q5 907. m \x TOP=sots gp ,2 s 51.4 0 3 ¢ fq5 e 6 ROU H STONE RETAINING WALL
<br />WARMING 878.7'_ \ \ \ \ \ \ \
<br />1 �x HOUSE EASEMENT PER DOC. 87a6 \ �� \ _
<br />G G. p 9D9.0 INV=902.0 F LP GRDL J 878.8 x878.5 LP 878. 878.6 903.2 90�. ° 905.4 I
<br />CE IN DE
<br />a \ \\
<br />\/ z 878.5 84 8 \ \ 899 9 TC
<br />' •� GRDL 6 4 N0. 46272 � �
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<br />TC .5 \ mmrn m \ 9 9 G C LP _� 2 0{./ g80.1 x 878.5 878.6 \�
<br />x 878.5 4. h�-
<br />x 908.7 9 9.0 909.3 \ GRDL N ` C 'A 5 x 87g.7 z 878.7 876.5 B \ • 94. �Isx 900.3 b /A ® H TC
<br />90p TC 909.4 110E 9 6 G -go... 'y x 878.6 878.fi • 97.7 9C5.4
<br />qI 908.67 A GRDL / 2. 6, n. , 89 '9 ¢ 8 FT C AIN 878.7 �y \
<br />N T P \ TC f.3 / x 875.5 878.6x - \ \ \ • 9� NW a' \ \ 903. �
<br />\I 908.g zs� - m o I n _I amm Lx/4K-, F CCE/ STONE WALL 87g.4 �\ 89Q.2 \ a xAl9, \ I TC
<br />909
<br />.1 06' C CRETE J o 2. /, o N oS f e" A \ oss M I
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<br />LP /�9
<br />9 6.4 I o m LP 9 8.9 8.9 BENCH 908 08.9 of /�� O 9g,s a 9 g' \ \ \ \ \ I x y
<br />T z 908.E /¢ 908. B B 879.0 x 878.6 x 878.6 x 878.6 x 875.7 8 2.
<br />905.5
<br />x j �[' �J69 �Oq>F 16 l �/ -7 / \MNEa of 899.3 ro •2 C STEPS \ \ m; ® TC I
<br />.` tq -4-PT CRAIW LINK FENC 909.0 9p ,�N / g ' z 85. \ x 87e.6 ( o' /
<br />�R y w x 909.0 \ BE l / / , J 8992CONC g 9.2 8 1,2 XX/ 878.5 B \ ro B 905.6 � 9a5.1
<br />I I¢ S P) 5 TC 878.6 x 879.8 1 p� \ m '� 2
<br />7 0 T87880T FOUND 878.6 \ 3 l 'K 0.I �
<br />N 9.1 D9.2 TOP= ..77((P)) o ENT pp OA 878.5 B7B.5 /,.�• 8 3 ,B 0 3 \ A\ TC G
<br />0] 2 mzI JU / FUO D/NOC /O9 INV= 01.4(F}NS �• °+ °O ®pp898.$�, `, �)8\ \ \' \ \ x878.5 878.6
<br />I o~ o! 905.6
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<br />y 1 Tc
<br />L n os.4 m N-2 STORY BRICK h �' v` w 878•7 x 878.6 @�
<br />908.�5 soe.ax $' m a n /.4 s.a sD a �;. 4 AND STUCCO / N ro x878.7 xa7g.a 875.7 878.5 3"5Ac
<br />11 z a w l `t N „899.° ,\ 15. \\ \ x 878.6 878.9 o m Z • umi
<br />^ ¢ r /^ B x 878.6 o% \ 5' I o 905.8
<br />0 0 _ O• 4 899.7 899. \ 880 9 H om` TC
<br />I / BM#2 > 0.7 \\ 1 878.9 87B.4
<br />Cp 66 o Mm ry ��/ %% � / /� o / \ \ \ x 8y\S.4 \ l I Ix x 878.5 B78.7 878.9 x 878.7 O m I I �(� .6x �� 905.4 I
<br />ch o m O/�tp� o 9 3 \ \ \z 9. I I 878.6 x 878.7 x 878.7 x 878.7 •3 5 A K • g� 6 LP
<br />c� 9K�$ 89 3 Hpyp n 0 EB
<br />' 8! a 900.3 u+ \ \ \ \\ 5 875.8
<br />x g76.4 _� n/ n/ n g7g.g Y
<br />`p V Imn� I I la„B .K / o oFTV BOX
<br />908.1 - /
<br />¢ N /p x 00.1 x 899\ \ L 11� I III II \ x 87g.9
<br />TC \ 908.4x I Li} I pg / $g / / 900.4 x 878.6 x 878.6
<br />90a.a� ov OfTq/ BITUMIN S I ee g gIpg-1 878.6 ho
<br />s 7° oz6 \ O88 ` m sos.1 OVO I I I II , I I I I x 57as I
<br />HCR o+wm 2 QJ $ 8p2 900.7 9'7I 91.1 x 878.5 tO M n • 59^ 7I=
<br />907.9 \ II II II a 908.2 8 > B C/a( F 7 893.9 \ \\ \ II I III 875.6 878.8 < I
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<br />/$ RCP ST S -- o TOP=908:x r S 09. O °.¢ -- 6, 878.6 x 878-0- "� 3 A w I
<br />x e7e.7
<br />w INV=901.0 B 9- 6 0 WOOD WALL 878.6 g 5 g
<br />9.>x ^T ., o' saD. m
<br />e* 907.9x 90 HYD 909.5 F 0Q1. I I / 878.6 I\
<br />H R A V / 909. m 909. UCE CO 4> 4 / O � 3 3 � n-� S3 > .OI I I I I \ lx 878.8 / \ � x 878.9 ^ W000 WALL
<br />x 678.6 r ` 9 �O x 908.2 \ - "� _ 9 7. i. 909. B.,9 x 900.4 C I I 1 / i
<br />x 909.4 k 875.6
<br />TC8 909.5 gI .I / j�`� 00.g p g x 879.2 8. 8 .4 / I _ 906.1
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<br />/ c, IUIN. r /TJ issgN / .Q •9R9.3 so9. s.> e 6\� e C IL / I Za7s.a 878.5
<br />aa1 N •ag .7 I o0
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<br />\ J AS T 8.p 4 q a83.9 / 8 B 8 I G
<br />o x STONE WALLS 678.6 875.5 8 gos.2
<br />/ /Op 9 909.3 ® 0 m SHB ¢6
<br />� / m A / � z 879.2 (/ � / / p TC
<br />O8� L 90$`I, A'Vc 90> ` 909.3 O I
<br />q TAN TC � l" \... OP 9x / 899.g 9p78� \ 878.5 CBX
<br />GR 9.1 SH 9pg
<br />\... 9 S 878.5 878.7 \\gee lNV 8g4 p \ �DB•1 $ \ 878.5 878.5 7g 878.7 9. g7
<br />r of L6 e82. / /
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<br />CR? CB x 9 T • Q CST' �1
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<br />TOP=907.4 9. G DL g �Ip
<br />\C INV=903.1 V 8 903.1 9 3 e) .7 906.4
<br />s...oep000i ti _ _ 9o?B \ so9.2 °s. TC P o C� x a78s g7s. a7e.7 B 3 J d Tc
<br />T 907.� Sq x / TC 9p89 90$39p9'4 p\ /6.4 �\ 87e.5 x878.6 78.6
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<br />\Wv-Be4 o
<br />T 90e.0 eg .2N \ / soC 90 .4 \ \ 8j8 LP
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<br />.. \\... 8 46 0 .a 5 \ s \ a75.7
<br />\-'I$' �x g 906.5
<br />�rCC ®cox I
<br />� � > x x 575s UGE o K/ /
<br />906.5
<br />Tc \ � .ia�
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<br />\e4 S!8 T o p 9I
<br />�/ N -908.6
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<br />LP 878.6 B7B.g OyK / - 91 / U) 906.0
<br />h ...\... TC O \ T CP \ y\ K 878.6 6 m G
<br />\.�.�...z oa.z \ U $ soe° a soe.e ` a7B•s f786 878.-LP
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<br />v L \ \ \ \\ \\\ \ \ \
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<br />8. 07OA 5 TC
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<br />PPT b GeZ \ a rc CONCRETE - boo' 66 TC
<br />sue- o x soz- I -
<br />�... 7. x 907.6 Z I�BP}�/ i 'YB5O//'OO "V 2/ 4. BV 986- ,\ 9C6.6
<br />\ 907. 907.1 Q 3 x 907.1 W I 2V �. 67J �._6.0
<br />_ �i 6.4 gOCR k ,S•0, TC
<br />_ � x 907.3 \ TC 905.6 x �o C 05.6
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<br />TC \.. INV=883.7 x907.0 z906.9 -I
<br />9 TC -I
<br />TC �® 07.1 18'SAN x 906.8
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<br />TC TC c
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<br />--sue_cPLCBX 907....9062 o=soss /BCSANST06.2 06.5 INV=883.1 E,W
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<br />... �C.. �... 92TC
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<br />LEGEND
<br />Denotes found 1/2" open iron monument
<br />unless otherwise noted
<br />AC
<br />Denotes
<br />air conditioner
<br />AGP
<br />Denotes
<br />above ground pipe
<br />AIS
<br />Denotes
<br />information sign
<br />BE
<br />Denotes
<br />building entrance
<br />BTL
<br />Denotes
<br />beavertail curb
<br />CB
<br />Denotes
<br />catch basin
<br />CBOX
<br />Denotes
<br />control box
<br />CBX
<br />Denotes
<br />communication box
<br />CST
<br />Denotes
<br />concrete step
<br />CWT
<br />Denotes
<br />concrete wall top
<br />DB
<br />Denotes
<br />decorative brick
<br />DIP
<br />Denotes
<br />ductile iron pipe
<br />EB
<br />Denotes
<br />electric box
<br />EM
<br />Denotes
<br />electric meter
<br />EO
<br />Denotes
<br />electric outlet
<br />FH
<br />Denotes
<br />fire hookup
<br />FP
<br />Denotes
<br />flag pole
<br />G
<br />Denotes
<br />gutter elevation
<br />GAS V
<br />Denotes
<br />gas valve
<br />GM
<br />Denotes
<br />gas meter
<br />GP
<br />Denotes
<br />guard post
<br />GRDL
<br />Denotes
<br />ground light
<br />HCR
<br />Denotes
<br />disabled ramp
<br />HCS
<br />Denotes
<br />disabled sign
<br />HYD
<br />Denotes
<br />fire hydrant
<br />INV
<br />Denotes
<br />structure invert
<br />LA
<br />Denotes
<br />landscaping
<br />LP
<br />Denotes
<br />light pole
<br />MB
<br />Denotes
<br />mail box
<br />OD
<br />Denotes
<br />overhead door
<br />CHU
<br />Denotes
<br />overhead utility lines
<br />(P)
<br />Denotes
<br />per plan
<br />PIV
<br />Denotes
<br />post indicator valve
<br />PKS
<br />Denotes
<br />parking sign
<br />PP
<br />Denotes
<br />power pole
<br />PPLP
<br />Denotes
<br />power and light pole
<br />PPT
<br />Denotes
<br />power pole with transformer
<br />PPU
<br />Denotes
<br />power pole with underground utility
<br />PVC
<br />Denotes
<br />polyvinylchloride pipe
<br />RCP
<br />Denotes
<br />reinforced concrete pipe
<br />RD
<br />Denotes
<br />roof drain
<br />RM
<br />Denotes
<br />rubber mat
<br />SAN
<br />Denotes
<br />sanitary manhole
<br />SAN S
<br />Denotes
<br />sanitary sewer
<br />SMH
<br />Denotes
<br />storm manhole
<br />SPG
<br />Denotes
<br />spigot
<br />ST S
<br />Denotes
<br />storm sewer
<br />STAT
<br />Denotes
<br />statue
<br />STC
<br />Denotes
<br />surmountable concrete curb
<br />SWT
<br />Denotes
<br />stone wall top
<br />TAD
<br />Denotes
<br />truncated domes plate
<br />TC
<br />Denotes
<br />top of concrete curb
<br />TCS
<br />Denotes
<br />traffic control sign
<br />TRANS
<br />Denotes
<br />transformer
<br />TV BOX
<br />Denotes
<br />television box
<br />UGC
<br />Denotes
<br />underground communication line
<br />UGE
<br />Denotes
<br />underground electric line
<br />VCP
<br />Denotes
<br />vitrified clay pipe
<br />W
<br />Denotes
<br />water line
<br />WV
<br />Denotes
<br />water valve
<br />BAS
<br />Denotes
<br />Basswood tree
<br />CED
<br />Denotes
<br />Cedar tree
<br />CRAB
<br />Denotes
<br />Crabapple tree
<br />HACK
<br />Denotes
<br />Hackberry tree
<br />MPL
<br />Denotes
<br />Maple tree
<br />PIN
<br />Denotes
<br />Pine tree
<br />PINW
<br />Denotes
<br />White Pine tree
<br />SHB
<br />Denotes
<br />shrub
<br />SPR
<br />Denotes
<br />Spruce tree
<br />TR
<br />Denotes
<br />deciduous tree
<br />I hereby certify that this survey, plan, or report was
<br />_ prepared by me or under my direct supervision and
<br />that I am a duly Licensed Land Surveyor under the
<br />laws of the State of Minnesota.
<br />YV Dated t is 13th day of January, 2022
<br />SUNDE AND SURV YIN LC
<br />By: ZA A 0, J
<br />----------
<br />BUILDING ENTRANCE ELEVATIONS BENCHMARKS (BM) SURVEY CONTROL STATIONS Leonard F. Carlson, P.L.S. Minn. LIc. No. 44890
<br />(NAVD 88) Revision I By I Date
<br />D Denotes door number STA NORTHING EASTING ELEVATION NON
<br />I.) Top of top nut of fire hydrant in the northwest quadrant 3101 219813.675 578988.549 907.74 Drowing Title:
<br />Door I = 912.74 feet - Top of concrete outside door of Oxford Avenue and 4th Street NW. 3103 219533.762 578690.379 908.66 40 BOUNDARY, LOCATION, TOPOGRAPHIC
<br />Door 2 = 912.76 feet - Top of concrete outside door Elevation = 910.66 feet 3104 219321,719 578883.473 908.27 and UT/L/TYSURI/EYFOR.
<br />Door 3 = 909.58 feet - Top of concrete outside door 3106 219498.298 579044.931 898.83
<br />Door 4 = 909.15 feet - Top of concrete outside door 2.) Top of top nut of fire hydrant in the northeast quadrant Independent School District No. 728
<br />Door 5 = 909.11 feet - Top of carpet inside door of Proctor Avenue and Main Street. HandkeFamily Center
<br />Door 6 = 908.60 feet - Top of concrete outside door Elevation = 911.13 feet 1170MainStreetNW ElkRiver MN
<br />Door 7 = 907.13 feet - Top of concrete outside door
<br />Door 7A= 899.64 feet - Top of concrete outside door JISUNDE9001
<br />Main office:
<br />3.) Top of top nut of fire hydrant in the northwest quadrant East Bloomin ton FreewaDoor 7B= 903.60 feet - Top of concrete outside doorg y (35W) • suite 1I8
<br />Door 7C= 902.14 feet - To of concrete outside door of Proctor Avenue and 4e Street NW. Bloomington, Minnesota s-888-3435
<br />9526
<br />P Elevation = 911.50 feet LAND SURVEYING ssz-aal-zass (Fax: 952-a88-9526)
<br />Door 7D= 902.89 feet - Top of concrete outside door w .sunde.eom
<br />Door 8 = 909.56 feet - Top of concrete outside door
<br />30 0 30 60 Project:202/-134 8k/Pg:986/33 Date:
<br />Township:033 Ronge:26 Section:33 0//l3/2022
<br />SCALE IN FEET File:202113400/.dwg Sheet' 1 of
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