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<br />HSJ BENCHMARK #5
<br />TOP OF NAIL -
<br />ELEV.=898.80
<br />895
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<br />•
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<br />BUILDING DETAIL
<br />.v-EDGE OF CONC. AROUND BLDG.
<br />/\
<br />j /////////////// .. ' ///////////////%
<br />CONCRETE AROUND MAIN BUILDING (TYPICAL)
<br />/////////////// . ///////////////%
<br />- 360.00--
<br />$g5/ 896 69
<br />/
<br />.
<br />2685 SCOTLAND CT. / z
<br />2 1/2—STORY BRICK BUILDING
<br />j
<br />FOOTPRINT AREA = 11,058 SQ. FT.
<br />/ 0)
<br />///////////////(190.2///////// (/////
<br />11
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<br />to NI
<br />49, � I
<br />I /7S
<br />VICINITY MAP
<br />COUNTY RD H-2
<br />NOT TO SCALE
<br />SURVEY PERFORMED BY:
<br />HARRY S. JOHNSON CO. INC.
<br />LAND SURVEYORS & CONSULTANTS
<br />9063 Lyndale Avenue South
<br />Bloomington, Mn. 55420
<br />(952) 884-5341
<br />(952) 884-5344 Fax
<br />Email: tom©hsjsurveyors.com
<br />Web: www.hsjsurveyors.com
<br />GENERAL NOTES:
<br />HSJ BENCHMARK #1 /
<br />TOP OF NAIL --'
<br />ELEV.=902.12
<br />1. The bearing system used is assumed.
<br />/
<br />/
<br />/
<br />/
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<br />/190.2
<br />2669 SCOTLAND CT.
<br />2 1 / ,Q�YAIL
<br />�RICK BUILDING
<br />F
<br />F00 P F�'��TT��VVgAH A()2�CO��. SQ. FT.
<br />! ELEV.=899.86
<br />SAN. M.H.
<br />RIM=902.50
<br />E INV.=881.1
<br />2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA
<br />216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION.
<br />3. Subject property is identified as being in "Zone X, Other Areas" on Flood Insurance Rate Map No.
<br />27023C0005G, effective date June 4, 2010.
<br />4. Site Area = 946,444 square feet = 21.727 acres including right of ways.
<br />Site Area = 871,300 square feet = 20.002 acres not including right of ways
<br />5. There are a total of 719 dedicated parking stalls on said property, of which there are 0 designated as
<br />handicap. These include 630 striped stalls and 89 garagr stalls.
<br />6. All field measurements matched recorded dimensions within the precision requirements of ALTA/NSPS
<br />specifications.
<br />7. This survey was made on the ground and in accordance with the Minimum Standard Detail Requirements
<br />for Land Title Surveys as adopted by ALTA and NSPS.
<br />8. There is no observable evidence of cemeteries in the field or of record.
<br />9. Zoning Classification: R-4, High Density Residential.
<br />Note: There is no zoning violation due to setback or Height per zoning letter dated February 8, 2022 and
<br />signed by Jon Sevald, Zoning Administrator.
<br />10. In preparing this survey I have relied upon the supporting documents and the Commitment for Title
<br />Insurance issued by Stewart Title Guaranty Company, having an effective date of December 16, 2021 and
<br />bearing file number 01040-24079.
<br />11. There are no visible party walls.
<br />12. There is no visible above ground evidence of earth moving work, building construction or building additions
<br />within recent months.
<br />13. The Surveyor is unaware
<br />evidence of recent street or
<br />14. There are no easements
<br />subject property pursuant to
<br />of any proposed changes to street right of ways. There was no observed
<br />sidewalk construction or repairs while conducting the field work.
<br />or servitudes of record or any observed during the field inspection that benefit
<br />Table A Item 18 except as shown.
<br />15. There are no visible markings denoting wetlands as delineated by appropriate authorities.
<br />16. Subject property has direct access to and from Long Lake Road and County Road H-2, each a public
<br />right of way.
<br />17. The "Property" as described is internally contiguous and contains no gaps or gores.
<br />18. Elevation datum is based on NAVD 88 data.
<br />HSJBenchmark is located Top of Nail (AS SHOWN ON SURVEY)
<br />Benchmark is located: HSJ #1
<br />Elevation = 902.12
<br />19. All main buildings are approximately 24 feet above ground.
<br />20. Extreme snow and ice cover of subject survey area may cause some improvements to be non
<br />time of survey.
<br />visible at
<br />/
<br />/
<br />LINE OF S. 633 FEET NEi
<br />j//////////// .190.0 /
<br />2662 SCOTLAND CT.
<br />2 1/2—STORY BRICK
<br />G
<br />FOOTPRINTAREA = 11,017 BUISQNFT.
<br />r-N. LINE COUNTY RD. H2
<br />i SIGN --
<br />/ •\
<br />/
<br />•
<br />•
<br />•
<br />—•\
<br />•
<br />•
<br />\--S. LINE OF NE4 SEC. 7, T.30, R.23
<br />CL COUNTY RD. H2
<br />(PUBLIC RIGHT OF WA
<br />LEGAL DESCRIPTION
<br />PID: 093023120003
<br />OWNER: CITY OF MOUNDS VIEW
<br />SAN. M.H. —
<br />RIM=901.40
<br />E INV.=880.5
<br />N INV.=881.4
<br />The East 1495.00 feet of the South 633.00 feet of the Northeast Quarter
<br />of Section 7, Township 30, Range 23, Ramsey County, Minnesota.
<br />Property type: Torrens — Certificate of Title No. 574049.
<br />NOTES CORRESPONDING TO EASEMENTS:
<br />10. Subject to the rights of the public to existing roads as laid out and traveled.
<br />(AS SHOWN ON SURVEY)
<br />11. Terms and conditions of Final Certificate dated October 10, 1969, filed November 5, 1969, as
<br />Document No. 540781. (AS SHOWN ON SURVEY)
<br />ROAD
<br />4CCESS
<br />4
<br />LL
<br />L
<br />///////////////186.4////////////////
<br />/ N
<br />36 COVERED STALLS
<br />////////////////186:4////////////////
<br />G
<br />BITUMINOUS
<br />Hi<itli4+1
<br />HSJ BENCHMARK #2
<br />r- TOP OF NAIL
<br />ELEV.=898.31
<br />/ %///////////// /190.2
<br />/ / 2651 SCOTLAND CT.
<br />2 1/2—STORY BRICK BUILDING
<br />GREEN / 'oe FOOTPRINT AREA = 11,044 SQ. FT.
<br />AREA /
<br />190.2/
<br />/
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<br />/-- WALL (TYPICAL)
<br />OAD ANT
<br />ACCESS
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<br />S 0°47'30" E
<br />_0O/-----
<br />43
<br />(PUBLIC RIGHT OF
<br />//-- NE COR. OF EAST 1495' OF SOUTH 633'
<br />/ NE1 SEC. 7, T,30, R.23
<br />-10 PUBLIC RIGHT OF WAY
<br />AS SHOWN ON COUNTY MAP
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<br />43 4 ' /\F .�
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<br />— —
<br />•
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<br />4--10 PUBLIC RIGHT OF WAY
<br />AS SHOWN ON COUNTY MAP
<br />12. Terms and conditions of Storm Sewer and Recreation Trail Easement dated December 18, 1973,
<br />filed January 21, 1974, as Document No. 595292, in favor of the Village of Mounds View, a
<br />Minnesota municipal corporation. (AS SHOWN ON SURVEY)
<br />13. Terms and conditions of Grant of Easement dated September 29, 1992, filed December 20,
<br />1993, as Document No. 1039136, in favor of the City of Mounds View, a Minnesota municipal
<br />corporation. (AS SHOWN ON SURVEY)
<br />14. Terms and conditions of Grant of Easement dated April 11, 2014, filed September 17, 2015, as
<br />Document No. T02540111, in favor of Comcast of Minnesota, Inc. (A BLANKET EASEMENT)
<br />15. Terms and conditions of Public Trail and Pathway Easement dated March 28, 2016, filed May
<br />26, 2016, as Document No. T02558772, in favor of the City of Mounds View, a Minnesota municipal
<br />corporation. (AS SHOWN ON SURVEY)
<br />As amended by Off Site Property Improvement Agreement dated March 28, 2016, filed June 7,
<br />2016, as Document No. T02559541.
<br />CERTIFICATION:
<br />To Q.T. Holdings LLC, a Minnesota limited liability company; Bridgewater Bank, a
<br />Minnesota Banking Corporation; H2 Flats, LLC, a Minnesota limited liability company
<br />and Stewart Title Guaranty Company:
<br />This is to certify that this map or plat and the survey on which it is based were
<br />made in accordance with the 2021 Minimum Standard Detail Requirements for
<br />ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS,
<br />and includes Items 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(b1), 7(c), 8, 9, 11, 13, 16, 17,
<br />18, 19 and 20 of Table A thereof.
<br />The field work was completed on February 3, 2022.
<br />Date of Plat or Map: February 7, 2022
<br />Thomas E Hodorff, L.S.
<br />Minn. Reg. No. 23677
<br />SAN. M.H.
<br />RIM=898.88
<br />E INV.=879.9
<br />LEGEND
<br />FOUND
<br />SET IRON
<br />IRON
<br />R
<br />w w
<br />w
<br />U®®®s®¢N®❑m©
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<br />CD
<br />---906--
<br />X 851.27G
<br />X 934.3
<br />60 30 0
<br />60
<br />Found Property Corner
<br />Set Property Corner
<br />(Minn. Reg. No. 23677)
<br />Concrete
<br />Concrete Curb
<br />Fence
<br />Overhead Electric
<br />Underground Electric
<br />Underground Telephone
<br />Water
<br />Gas
<br />Sanitary Sewer
<br />Storm Sewer
<br />Electric Meter
<br />Electric Box
<br />Electric Manhole
<br />Power Pole
<br />Hydrant
<br />Unknown Manhole
<br />Gate Valve
<br />Catchbasin
<br />Catchbasin
<br />Air Conditioning Unit
<br />Window Well
<br />Deciduous Tree (Dia. in In.)
<br />Coniferous Tree (Dia. in In.)
<br />Light Pole
<br />Gas Meter
<br />Telephone Manhole
<br />Telephone Box
<br />Water Manhole
<br />Sanitary Manhole
<br />Storm Manhole
<br />Existing Contour
<br />Existing Spot Elev. Gutter
<br />Existing Spot Elevation
<br />120 180
<br />SCALE IN FEET
<br />Q<v
<br />SCALE:
<br />a
<br />1
<br />D
<br />G �ii
<br />INCH = 60 FEET
<br />REVISIONS
<br />Date:
<br />2/10/2022
<br />REVISED TITLE & OTHER COMMENTS
<br />2/15/2022
<br />REVISED ZONING
<br />ALTA/NSPS
<br />LAND TITLE
<br />WITH TOPOGRAPHY
<br />VENTURE
<br />CORPORATION
<br />2662 SCOTLAND
<br />MOUNDS
<br />RAMSEY
<br />SURVEY
<br />For:
<br />MORTGAGE
<br />SITE:
<br />COURT
<br />VIEW, MINNESOTA
<br />COUNTY
<br />HARRY
<br />LAND
<br />9063
<br />Tele. 952-884-5341
<br />www.hsjsurveyors.com
<br />S. JOHNSON
<br />SURVEYORS
<br />Lyndale
<br />Bloomington,
<br />Avenue
<br />CO., INC.
<br />South
<br />MN. 55437
<br />Fax 952-884-5344
<br />Book
<br />667
<br />File No.
<br />2021466
<br />Page
<br />50
<br />W.O. Number
<br />2021466
<br />CAD Technician
<br />ONI
<br />Sheet No. 1 OF 1
<br />CAD File: 2021466.DWG
<br />Path: J: \2021466\DWG
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