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Project Name:
<br />LEGAL DESCRIPTION:
<br />Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, and 10, Block 2, "Crystal Bay View" Hennepin County, Minnesota
<br />(Per. Doc. No. 2147991)
<br />(Abstract Property)
<br />LEGEND
<br />Boundary Line
<br />- — — — — — — — — — — — -
<br />Survey Line
<br />Government Section Line
<br />— —
<br />Lot Line
<br />----------------
<br />Edge of water
<br />------------
<br />B618 Concrete Curb and Gutter
<br />- - - - - - - - - - - - - - - - - - -
<br />Wetland Edge
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />Landscape Edge
<br />100-Year Flood Contour Line
<br />931.3
<br />Major Contour Line
<br />935
<br />Minor Contour Line
<br />934
<br />Metal Guardrail
<br />^
<br />Wood Fence
<br />ue ue ue ue
<br />Underground Electric
<br />GAS GAS GAS
<br />Underground Gas
<br />--> ---> - - - > - - - >
<br />18 inch Sanitary Line
<br />Comm Comm
<br />Underground Communication
<br />- — — — — — — — — — — — -
<br />Easement Line
<br />O Set 1/2 inch capped Iron Pipe with a Plastic Cap Engraved
<br />with Minnesota License Number 48177 unless otherwise noted
<br />• Found 1-1/4 inch capped Iron Pipe unless otherwise noted
<br />GENERAL NOTES:
<br />1.) Utility information is from actual field measurements as marked by utility companies or
<br />plans furnished by utility and public agencies. Project ticket number: 221572388. Contact
<br />Gopher State One Call (Phone: 651-454-0002) for exact field location prior to any
<br />excavation. Where additional or more detailed information is required, excavation, and/or a
<br />private utility locate request may be necessary.
<br />2.) Number of Regular Parking Spaces: 48
<br />Number of Handicap Parking Spaces: 5
<br />Number of Boat Trailer Parking Spaces: 14
<br />Total Number of Parking Spaces: 67
<br />3.) 100-Year Flood Elevation (Hennepin Countywide FEMA Flood Insurance Study (FIS) dated
<br />November 4, 2016) & Ordinary High Water Level (OHWL) were found on the MN DNR Lake
<br />Flood Elevations Online map and converted to NAVD88 from NOVD29 using the NOS
<br />NCAT coordinate conversion tool.
<br />LIST OF POSSIBLE ENCHROACHMENTS:
<br />The following list of possible encroachments is only the opinion of this surveyor; should not be
<br />interpreted as a legal opinion and should not be interpreted as a complete listing.
<br />Possible encroachments are indicated on Survey with boxed letters as listed below.
<br />�A Parking lot and various utilities cross into street on south and westerly property line
<br />© Parking lot crosses into alley
<br />© Concrete boat launch
<br />�D Metal Seawall for boat launch and gravel area
<br />SURFACE AREA CALCULATIONS:
<br />East of Alley: 51,241 sq. ft. 1.18 acres
<br />West of Alley: 19,719 sq. ft. 0.45 acres
<br />TOTAL AREA: 70960 so. ft. 1.63 acres
<br />Hennepin County Cast Iron Monument I \
<br />Aluminum Disk o
<br />� Z
<br />0 Guard Post - o - Concrete _ �N I o
<br />\ - --Metal I v o
<br />Sign _ _ _ _ �/ Seawall
<br />_ cn
<br />Rip -Rap � � 929
<br />\ I< o
<br />Light Pole
<br />2022 -- - _ - 930 r v
<br />I on Apr\ 14 =_—_ \ I 0 Electric Meter located 4" Elm 937 8" Elm J, ,\ m
<br />Edge ofnW°t928 g ft fp8 NAV0g8 (MN ONR) /i%� g30 Cluster _ 931.3 �4'L Ash
<br />0929./ _ 8" A '
<br />1 Elevotl = - - - - - I1
<br />� V' 4
<br />© Communication Riser OHWL E\evatlon / 9 0'-- �' 93 - y \\\
<br />1p0-Year Flood ft', - - _ - ie / �`E 18i•0 - o,M d
<br />i 1
<br />- 931,3
<br />HH Hand Hole LNAVDgB CFEI \A_FIS) 13± / % - - - _ ��`Ine --- " _N1�°50 p3 '' ^, ✓ 1\-`93p�Sediment \ \ Cluster 4" Elm a Q
<br />933 Trap \ ; Q o ' a
<br />9
<br />' — 31 I I 4 a
<br />OS Sanitary Sewer Manhole _ % g 1 3 ' 932
<br />Handicap Parking Space 930 14" ElmGConcrete V Boat Landing 4,
<br />i Wash 932
<br />j'` Station ; -6ft Wood ?i I
<br />} Deciduous Tree 0 I Fence
<br />`.�1 8" Elms -� L �� g33 �a �.90 '4 / ---Metal Seawall
<br />Ul)^M �° % �cP ° I a Q
<br />m
<br />Easement for Sanitary Sewer 1 1 F
<br />Twin 8" 11
<br />/
<br />Purposes per Doc. No. 5736741-- 11 Elm m �0 9�4 933 (J yr 1 1o I _ -
<br />� I --Rock Bench
<br />I 1 �r, 93 a 00 '/ \
<br />Benchmark #2----------- -- --- - ---- -- 00
<br />9 �
<br />PK Nail at the NE corner of the ,3 \ ' \
<br />N Bituminous \ (�) \°� ' �? 931 `
<br />concrete pad for the generator � q �,' M `�
<br />Elevation = 935.60 ft (NAVD88) �rn -Q`, _ (\ 2 ' rn ❑
<br />,,,--BM Set - June 9, 2022 / \
<br />930 \ \ `�
<br />--- 58± ----
<br />3700 North Shore Drive
<br />Orono, Minnesota
<br />Project No.:
<br />CSP-1058
<br />Professional Services:
<br />_ HENNEPIN COUNTY
<br />Resident and Real Estate Services
<br />Survey Division
<br />Suite A-703 300 South 6th Street
<br />Minneapolis, MN 55487
<br />Professional Signature:
<br />This is to certify that this map or plat and the
<br />survey on which it is based were made in
<br />accordance with the 2015 Minimum Standard Detail
<br />Requirements for Hennepin County Boundary Surveys,
<br />and includes Items(1,2,3,4,5,7ab,8,9,10b,11b,14,15,19)
<br />of Table A thereof. The field work was completed
<br />on (April 19, 2022). 1 hereby certify that this
<br />survey, plan, or report was prepared by me or
<br />under my direct supervision and that I am a duly
<br />Licensed Land Surveyor under the laws of the
<br />State of Minnesota.
<br />C April 19, 2022
<br />Timothy . Eklund Date
<br />License. No. 48177
<br />Quality Control:
<br />JRS, DMP DD
<br />Field Crew Drawn By
<br />T.E August 1, 2022
<br />Checked By Review Date
<br />Revisions:
<br />May 5, 2024 Added Sanitary Sewer Easement
<br />935 0Ge i--------------- --_- --- Benchmark #3
<br />'a ° I 228.00
<br />p I 1 -- S67°58'43 E w c \ -------N83°22'S6"E I �-o 5/8 inch Iron Pin south 1- ft South of Disclaimer/Notes
<br />is - - -_____ 1 ; 14.27 I \ © �% I the sign and 8± ft from the shoreline
<br />tie od5 ad Leo 1 Q \'., 18.22 I \\ ;
<br />P 1 ; --- ° , „ + 1 1 \ oa ;;' Elevation = 934.23 ft (NAVD88) Project Benchmarks:
<br />0�5\° c p \O� - N33 10 06 E 236.83 ---- 1 - 58--- 1 -
<br />�on o° �e / /I �\\� S�o� � \ 93 < � I I � \\ \ . \\1\; BM Set June 9, 2022
<br />3700 North Shore Dr. 9
<br />O - \ 1. 12 ft Aluminum Rod and Disk "SANS on
<br />0 33 \I M \\ the grass embankment 11± ft from the
<br />y Orono, MN 55391 \ ' ,% \�\ edge of North Shore Dr. and 71± ft from
<br />935\
<br />g36
<br />Q 6
<br />o \ \ Grass
<br />\ � 5
<br />S° I I
<br />\G�e°3� \ 936
<br />o ° �� \ / \ , i Bituminous \ `�
<br />s �Y o
<br />°°
<br />w o ---935__-_,'1
<br />moo_ G 'j°" \ \ 937 \ 9`36 i \ ^ 00�(S) \
<br />.L 1� °� VPS O J \ 1p 0��l\
<br />N
<br />u�i
<br />v�1c p�°�7o�\ =,
<br />c9 s \
<br /><o \ os C0 \ 93S
<br />GAS
<br />i� / ' VO \ GAs \ 20
<br />h GAS \ a 8.0 B ' NS4 °
<br />��oti6 S, GAS ),1 08'36„F
<br />C \ 1 \
<br />1.0 °3°�6 at��, � \ GAS � ?' 96
<br />� —_\�O// GqS Gqs39
<br />S 1
<br />68.54
<br />�CO 940 I
<br />Ra AS Gross
<br />- - -'- -- -----
<br />----
<br />• yO GAS
<br />.S1J s,
<br />�9 41 GAS GAS
<br />� � _ — I
<br />GAS
<br />•� ___ GAS
<br />`GAS
<br />\ ' T _ _ _ Bituminous
<br />I
<br />T
<br />oG
<br />0 Q o,
<br />o�
<br />Nor P°
<br />°- ° s �
<br />A
<br />Lt
<br />d -- _
<br />936 _
<br />CD
<br />_
<br />937 <U
<br />Benchmark #1
<br />938 12 ft Aluminum Rod and Disk
<br />(see notes for location)
<br />Elevation = 941.17 ft (NAVD88)
<br />BM Set - June 9, 2022
<br />N33°10'06"E
<br />2.48-__=__-- _=
<br />GAS
<br />947,
<br />—94
<br />Bituminous
<br />Grass _
<br />5897
<br />N4S °4512-i
<br />O 1 II
<br />E 2 76.64
<br />Norfher'1/e of
<br />Shore
<br />L-
<br />poc er Eesern S-QrliCory
<br />No. 11207 t P,
<br />-� 805
<br />Bituminous
<br />\ -_ \1 r-- - \�-ear Flood the end of the guardrail
<br />-100-Y
<br />\ = `\`�p \\\ Elevation = 931.3 ft Elevation = 941.17 ft
<br />\(NAVD88 (FEMA-FIS) \
<br />\ 1\ 2. PK Nail at the NE corner of the concrete
<br />0"?IGiN \ pad for the generator
<br />Elevation = 935.60 ft
<br />�rNE 3. 5/8 inch Iron Pin south 1± ft of the
<br />yellow sign and 8± ft from the shoreline
<br />00 \\ °o Elevation = 934.23 ft
<br />\ CA/`\�� �\ °o�\\,� - I (NAVD88 derived using GPS-RTK methods)
<br />w
<br />I \ \ \\\\ 'Jo
<br />;n
<br />�
<br />q 0)I This survey was prepared without the benefit of
<br />"'\\\ 2� current title work. Easements, appurtenances and
<br />\ I \ \\u \ \ �L O I encumbrances may exist in addition to those
<br />/
<br />��� m shown hereon. This Survey is subject to any
<br />\\ 3 I rn I facts that may be disclosed by a full and
<br />\ Wood - \ \\ 2 o d
<br />\ I z accurate title search.
<br />Platform \ Platf
<br />\\
<br />I/ \\ ba
<br />Sediment Trap II \\`�\� 0-
<br />0
<br />8ft Wood
<br />Fence---- ,
<br />,
<br />i fl
<br />I
<br />I I
<br />`- 4x4in Woo-
<br />03
<br />�
<br />Retaining Wall } _
<br />0 20 40
<br />936 935
<br />\ 9r'
<br />�I
<br />i i I
<br />Scale in Feet
<br />937
<br />�
<br />38 _'Treeline `�
<br />'
<br />II
<br />BEARINGS SHOWN ON THIS SURVEY ARE BASED
<br />93
<br />w
<br />li
<br />li
<br />ON THE SOUTH LINE OF THE SOUTHWEST
<br />940
<br />A
<br />I
<br />I�
<br />II I
<br />QUARTER OF SECTION 8, TOWNSHIP 117, RANGE
<br />e
<br />lm„ I
<br />I �
<br />ii
<br />I�-23±
<br />23 AND HAVE AN ASSUMED BEARING OF
<br />943 g 2 A�
<br />:. ,_ __i
<br />_
<br />S89°28`31"E USING HENNEPIN COUNTY GROUND
<br />coM�
<br />COORDINATE SYSTEM RELATIVE TO NAD83(86).
<br />I
<br />II
<br />Sheet Title:
<br />GAS
<br />I
<br />GAS
<br />I
<br />"
<br />''
<br />BOUNDARY AND
<br />TOPOGRAPHIC SURVEY
<br />--Found 1-1/4 inch
<br />_
<br />_
<br />Capped Iron Pipe
<br />Sheet No.:
<br />(N-0.41, W-0.16)
<br />'
<br />Concrete Bridge _ _
<br />Sheet 1 of 1
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