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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 />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 Conn
<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 NGVD29 using the NGS
<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 sq. ft. 1.63 acres
<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 />Hennepin County Cast Iron Monument I \
<br />� = Suite A-703 300 South 6th Street
<br />0 Aluminum Disk Minneapolis, MN 55487
<br />Z
<br />O Guard Post Concrete - I n
<br />,- �� Professional Signature:
<br />; — ---Metal I o This is to certify that this map or plat and the
<br />Sign _ _ i Seawall survey on which it is based were made in
<br />Rip -Rap _ - - 929 - accordance with the 2015 Minimum Standard Detail
<br />Light Pole �
<br />_ ; % _ _-- I ran Requirements for Hennepin County Boundary Surveys,
<br />_ ` ° and includes Items (1 2 3 4 5 7ab 8 910b 11b 141519)
<br />I Apr\ 14 =_—_ \ I
<br />p Electric Meter � � as located on '•93 � � 8" Elm ' '�,� m of Table A thereof. The field work was completed
<br />w°ter> CNAVp88) CMN DNR) /%, 4" Elm 7
<br />1 Edge °f - 928.8 92(6 {t CNAVp88 cluster 931.3 on (April 19, 2022). I hereby certify that this
<br />I E\evotlon - g30 _ _ _ _ - - _ _ L 8" Ash `; survey, plan, or report was prepared by me or
<br />© Communication Riser OHW� E\evot1On g - "� 9 \\�• \ Q under my direct supervision and that I am a duly
<br />1p0-Year Flood ft', _ - - _ ,� N19 50�03„E �8�0� 3j , , �,^' Surveyor under the laws of the
<br />= 931• �e ,
<br />� �� a Licensed an urve o
<br />Elevation (FEMA-FIS) +_ �i' - - - _ - �'� -�93p `� 4" Elm 4" Elm State of Minnesota.
<br />HH Hand Hole CNAVpBS _ -13 L\ne --- " \ Sediment Cluster a Q -
<br />_ Trap \ \ a o .a C April 19, 2022
<br />- - - 933 937 p i \ „% I Q Q o Timothy . Eklund Date
<br />OS Sanitary Sewer Manhole _ _ .3 932 ` - - - - �� \ „' . Q 4 p a Q License. No. 48177
<br />g 1
<br />14" Elm __- �„` 931.3
<br />Handicap Parking Space 930 GConcrete Boat Landing
<br />Wash 932 \ I a 'o Quality Control:
<br />�2 I �� Station ; -6ft Wood I
<br />0Deciduous Tree 0 I Fence Q , -
<br />8" Elms -� L �� g33 �.90 '4 \ ---Metal Seawall 47�/ JRS, DMP DID, BK
<br />C) — _ _ -' -� \ �� ©Q . I\ a a " �F� Field Crew Drawn By
<br />o O
<br />o�'M � F a ' o R� T.E August 1, 2022
<br />Easement for Sanitary Sewer I W \930
<br />Purposes per Doc. No. 5736741--- Twin 8" LO g�A - /Q
<br />� J ,. ,j q q Checked By Review Date
<br />p p Elm .� 933 y \�4 0 ' I --Rock Bench
<br />- =--
<br />9s� a �o. a Revisions:
<br />Benchmark #2 -- - -- --- - ---- _ ,
<br />93 �. '
<br />PK Nail at the NE corner of the40
<br />'3 s May 5, 2024 Added Sanitary Sewer Easement
<br />concrete pad for the generator N Bituminous \ ��) `� \ ,' ' M 931
<br />Elevation = 935.60 ft (NAVD88) ' rn -�. \ J �\ A� %' ��' I Se K Sept. 24, 2024 Revised the NE`ly line of North
<br />(� a%>, `
<br />/BM Set - June 9, 2022 / / /-�' o ; �'`, i\\ Troy ent�g30 �\ \`1 Shore Dr. (CR 51) to fit monuments along Rd.
<br />935 e� .` i ----- ° ' --- ---- ---- --- Benchmark #3
<br />a-----N33 10 06 E 228.00----- /
<br />EM -- S67° "E w __---------N83°22'S6"E I' �-o \� 5/8 inch Iron Pin south 1± ft South of Disclaimer/Notes'
<br />\ ' 14.27 © `� `� ( �% i ;' the sign and 8± ft from the shoreline
<br />e 5 d ----- ° I Q 18.22 i � \\
<br />� Project Benchmarks:
<br />s\°t�Pod ----- - N33°10'06"E 236.83---- i o Elevation = 934.23 ft (NAVD88)
<br />°� a �Q �' \ `\� Sao �� /'� 93 D r. < ij \ i j \\\\ \\5\' BM Set June 9, 2022
<br />4 3700 North Shore 9
<br />\ - \ 1. 12 ft Aluminum Rod and Disk "SANS on
<br />0 33 \ ` \ 0) \\ the grass embankment 11± ft from the
<br />Orono, MN 55391 ' ,% \�\ edge of North Shore Dr. and 71± ft from
<br />ti \ - y1� ` ' \ 1-t-- \\--100-Year ae Flood the end of the guardrail
<br />935\ I \ = `,p \\\ Elevation = 931.3 ft Elevation = 941.17 ft
<br />\ �e� ��\(NAVD88 (FEMA-FIS)
<br />\ \ ,,- 2. PK Nail at the NE corner of the concrete
<br />\ /��' R�$'�' g36 I I / \I J, `�`\ 1\\ oRIG, \ pad for the generator
<br />\ 1 \ Nq Elevation = 935.60 ft
<br />��p \ 2� \ Grass �' I I I - \ I \ L `� 1+--------- \ S�R�Fy
<br />\ e o ---
<br /><°sue \� �P / / 936 , v �l i' s \ '� \\ a \ 3. 5/8 inch Iron Pin south 1± ft of the
<br />o , 0 Bituminous \ , , \ ° \\ ti� o yellow sign and 8- ft from the shoreline
<br />s ° S c \ LO w ° \\ < o °� I \ Elevation = 934.23 ft
<br />0�00 . cP-935_ _ _ _ \`i
<br />\ - p \ w , \ o I (NAVD88 derived using GPS RTK methods)
<br />cP o PS i O i i. Lo g
<br />0 10" \\ \ i 937 \ 9`36 i \ En ° 6-) , �' °� �� \\ o� �'dp 0
<br />� G0 1� i x \ 'G �(S) Grass i w \ \" \\ cp o I
<br />L p 0 �Ps i O \ io q 0s0�s\ i o °0
<br />���°0 BPS i G \ N r'0 �c \ = ;n I \ \\ 6 9G o
<br />\ �7 AS \ �o o� (( ,' � \ `� \\ a� o� I This survey was prepared without the benefit of
<br /><o� �� \ . \ s \ 93s N \ I \ �\ �� \\\ 2� current title work. Easements, appurtenances and
<br />s \ I \ \ I I « I - \ I \ \ \ vL „`i-, encumbrances may exist in addition to those
<br />sSo / qs \ \ i \ \\CCPP ,,., shown hereon. This Survey is subject to any
<br />\ \ I \ \ \\ rn facts that may be disclosed by a full and
<br />93 Wood \\ 32 o I �r
<br />c 8 \ Platform', ` \ \\\ a2 accurate title search.
<br />C8 \ \ IR
<br />6 Z8°� NS4 °�6, _ Bituminous I I sp
<br />S12GAS \ C
<br />96 6 8$ S _ \ Sediment Trap II \ \\ a
<br />9,
<br />o G -
<br />�S AS 939 � 936 I _ �
<br />GAS ' 16 w
<br />�1.� 940 Benchmark #1 - _ �� \ o i , III vz,
<br />Gross - - _ _\ ' \ 9 I I
<br />� \GAS ass - ___ __ ----____ 938 12 ft Aluminum Rod and Disk _ - _ _ _
<br />iY0 II
<br />Ra. n, \ \ GA (see notes for location) \ o o I
<br />yO S Elevation = 941.17 ft (NAVD88)
<br />S � BM Set - June 9, 2022 _ _ I
<br />g41 GAS
<br />\GAS 940 Permo ---Fence ood °o
<br />�� v - _ _ GAS GA 7 Grass po Wer Epsemanitory � iI l I I I
<br />- \ S GAs 94 c 2 ° No. 11207g05er 4x4in Wool 03 i1 i I I
<br />GAS 942,N4 o S9' 3 % Retaining Wall } - _ 0
<br />GA S 03 �� _ I i I I 0 20 40
<br />Bituminous GAS 943 24
<br />_ GAS E 2 76.61 936 935 \ �s�, , I i
<br />Scale in Feet
<br />G 93
<br />uardroil
<br />944 9,13 0 I w gag Treeline \ I BEARINGS SHOWN ON THIS SURVEY ARE BASED
<br />N ON THE SOUTH LINE OF THE SOUTHWEST
<br />MM 940 A \ w �° li QUARTER OF SECTION 8, TOWNSHIP 117, RANGE
<br />\ Centeran I e \ `^°� II I 23 AND HAVE AN ASSUMED BEARING OF
<br />/ North Shore f 45 \ 9 9Q lm I1J II 23± S89°28`31"E USING HENNEPIN COUNTY GROUND
<br />Dr.
<br />r 9 ` \ Comm 943 �2 � i II ' COORDINATE SYSTEM RELATIVE TO NAD83(86).
<br />T I
<br />� °10 I I 9 -- --- II
<br />�o/_QoO. 4S II
<br />�� 7 S
<br />I Bituminous AGAS II Sheet Title:
<br />��%,.s° BOUNDARY AND
<br />--------�---- TOPOGRAPHIC SURVEY
<br />s \°,OL�, N33°10'06"E li
<br />I� � / H �' -Found 1-1/4 inch
<br />Capped Iron Pipe Sheet No.:
<br />(monument on-line, '
<br />distance 0.41 long)
<br />2.48 Concrete Bridge Sheet 1 of 1
<br />
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