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6.8±LOUCKS
<br />W:\2018\18268\CADD DATA\SURVEY\_dwg Sheet Files\S18268-PREPLATPlotted: 03 /25 / 2021 12:20 PM7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />SUBMITTAL/REVISIONS
<br />PROFESSIONAL SIGNATURE
<br />QUALITY CONTROL
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />CADD QUALIFICATION
<br />LYNGBLOMSTEN
<br />6075 HODGSON ROAD
<br />LINO LAKES, MN
<br />LYNGBLOMSTEN
<br />1415 ALMOND AVE
<br />ST. PAUL, MN 55108
<br />SURVEY LEGEND
<br />SPOT ELEVATION
<br />GATE VALVE
<br />SIGN
<br />LIGHT POLE
<br />SANITARY MANHOLE
<br />POWER POLE
<br />HYDRANT
<br />STORM MANHOLE
<br />CATCH BASIN
<br />CONTOUR
<br />CONCRETE CURB
<br />STORM SEWER
<br />SANITARY SEWER
<br />UNDERGROUND FIBER OPTIC
<br />BARBED WIRE FENCE
<br />WATERMAIN
<br />CHAIN LINK FENCE
<br />UNDERGROUND ELECTRIC
<br />CONCRETE
<br />A/C UNIT
<br />TELEPHONE PEDESTAL
<br />ELECTRIC MANHOLE
<br />TELEPHONE MANHOLE
<br />ELECTRIC METER
<br />GAS METER
<br />HAND HOLE
<br />UNDERGROUND TELEPHONE
<br />UNDERGROUND GAS
<br />GUY WIRE
<br />CULVERT
<br />TRAFFIC SIGNAL
<br />MAILBOX
<br />GUARD POST
<br />OVERHEAD UTILITY
<br />WOOD FENCE
<br />WELL
<br />ELEV @ THRESHOLDTHSD
<br />ROOF DRAINRD
<br />N
<br />SCALE IN FEET
<br />0 50 100
<br />10/03/18 SURVEY ISSUED
<br />10/17/18 REVISED SURVEY
<br />10/19/18 REVISED PER COMMENTS
<br />01/09/19 ADDED ADJ. EASEMENT
<br />01/10/19 UPDATED SURVEY
<br />01/12/19 UPDATED SURVEY
<br />01/29/19 REVISED PER COMMENTS
<br />04/15/20 REVISED PER COMMENTS
<br />04/24/20 UPDATED SURVEY
<br />05/08/20 REVISED PER COMMENTS
<br />05/11/20 REVISED PER COMMENTS
<br />EDGE OF JURISDICTIONAL WETLANDS
<br />SPLIT RAIL FENCE
<br />SAN CLEANOUTCO
<br />BUILDING COLUMNCOL
<br />PROPOSED AREAS
<br />Block 1
<br />Lot 1 = 4,161 Sq. Ft. or 0.10 Acres Lot 12= 4,112 Sq. Ft. or 0.09 Acres
<br />Lot 2 = 4,154 Sq. Ft. or 0.10 Acres Lot 13= 4,315 Sq. Ft. or 0.10 Acres
<br />Lot 3 = 4,154 Sq. Ft. or 0.10 Acres Lot 14= 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 4 = 4,161 Sq. Ft. or 0.10 Acres Lot 15= 4,307 Sq. Ft. or 0.10 Acres
<br />Lot 5 = 4,161 Sq. Ft. or 0.10 Acres Lot 16= 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 6 = 4,154 Sq. Ft. or 0.10 Acres Lot 17= 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 7 = 4,161 Sq. Ft. or 0.10 Acres Lot 18 = 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 8 = 4,161 Sq. Ft. or 0.10 Acres Lot 19 = 4,161 Sq. Ft. or 0.10 Acres
<br />Lot 9 = 4,802 Sq. Ft. or 0.11 Acres Lot 20 = 4,234 Sq. Ft. or 0.10 Acres
<br />Lot 10= 4,161 Sq. Ft. or 0.10 Acres Lot 21 = 193,449 Sq. Ft. or 4.44 Acres
<br />Lot 11= 4,161 Sq. Ft. or 0.10 Acres
<br />Block 2
<br />Lot 1= 181,122 Sq. Ft. or 4.16 Acres
<br />Lot 2= 53,044 Sq. Ft. or 1.22 Acres
<br />Lot 3= 30,800 Sq. Ft. or 0.71 Acres
<br />Outlot A
<br />102,547 Sq. Ft. or 2.35 Acres
<br />Outlot B
<br />16,977 Sq. Ft. or 0.39 Acres
<br />Outlot C
<br />93,463 Sq. Ft. or 2.15 Acres
<br />Gross Plat Area= 915,795 Sq. Ft. or 21.02 Acres
<br />Proposed ROW= 160,231 Sq. Ft. or 9.68 Acres
<br />Wetland and Wetland Buffer= 22,750 Sq. Ft. or 0.52 Acres
<br />Net Plat Area= 732,814 Sq. Ft. or 16.82 Acres
<br />BUILDING SETBACK LINE
<br />All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South
<br />line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said
<br />South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn
<br />parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5.
<br />AND
<br />All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning
<br />at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North
<br />at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying
<br />Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line
<br />of said Lot 5, Anoka County, Minnesota.
<br />AND
<br />That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the
<br />South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line
<br />289.31 feet to the North line of said Lot 5 and said line there terminating.
<br />Excepting therefrom Parcel 21, Anoka County Highway Right-of-Way Plat No. 48.
<br />AND
<br />All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South
<br />line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of
<br />said Lot 6 to the North line thereof and there terminating.
<br />Excepting therefrom Parcel 22, Anoka County Highway Right-of-Way Plat No. 48.
<br />AND
<br />That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said
<br />Auditor's Subdivision No. 107.
<br />Excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 48.
<br />AND
<br />Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and
<br />That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and
<br />lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No.107.
<br />AND
<br />That part of Lot 3, Auditor's Subdivision No. 107 described as follows:
<br />The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying
<br />Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet.
<br />Anoka County, Minnesota
<br />Abstract Property
<br />LEGAL DESCRIPTION
<br />GENERAL NOTES
<br />SURVEYOR:
<br />Loucks
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55330
<br />763-424-5505
<br />1. Prepared August 20, 2020.
<br />2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork
<br />is 6075 Hodgson Road, Lino Lakes, MN.
<br />3. The bearings for this survey are based on the Anoka County Coordinate System NAD 83 (1996 Adjust).
<br />4. Benchmark: MNDOT monument "0280G" located at the southeast quadrant of Sunset Avenue over 35W.
<br />Elevation = 929.28 (NGVD29)
<br />Site Benchmark: Top nut of hydrant located at the southeast quadrant of Ash Street and Albans Street.
<br />Elevation = 903.48 (NGVD29)
<br />5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance
<br />Rate Map No. 27003C0344E, Community Panel No. 2700150344E effective date of December 16, 2015.
<br />6. The field work was completed on October 10 2019.
<br />7. Buildings on adjacent property are taken from aerial photographs and maps provided by others.
<br />Current Zoning: Zone (GB) General Business District
<br />Proposed Zoning: PUD, Planned Unit Development
<br />ZONING INFORMATION
<br />SITE DATA
<br />OWNER/DEVELOPER:
<br />Lyngblomsten
<br />1415 Almond Ave.
<br />St. Paul, MN 55108
<br />651-632-5387
<br />BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
<br />INDICATED AND ADJOINING LOT LINES, AND
<br />BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
<br />INDICATED, AND ADJOINING RIGHT-OF-WAY
<br />LINES, AS SHOWN ON THE PLAT.
<br />DRAINAGE AND UTILITY EASEMENTS
<br />ARE SHOWN THUS:
<br />(NOT TO SCALE)
<br />DENSITY (Acres)
<br />Gross Area 21.02
<br />Wetlands & Water Bodies 0.28
<br />Public Parks & Open Space 0.00
<br />Arterial ROW (CSAH)1.83
<br />Other (Utility Transmission Easement)0.00
<br />Other (Wetland Buffer)0.24
<br />Net Area 18.67
<br /># of Units 151
<br />Gross Density 7.18
<br />Net Density 8.09
<br /># of Units (Future)223
<br />Gross Density (Future)10.61
<br />Net Density (Future)11.94
<br />BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
<br />INDICATED AND ADJOINING LOT LINES, AND
<br />BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
<br />INDICATED, AND ADJOINING RIGHT-OF-WAY
<br />LINES, AS SHOWN ON THE PLAT.
<br />DRAINAGE AND UTILITY EASEMENTS
<br />ARE SHOWN THUS:
<br />(NOT TO SCALE)
<br />PRELIMINARY
<br />PLAT
<br />1 OF 1
<br />LAST REVIEWED BY HENRY NELSON
<br />08/20/20 REVISED PER COMMENTS
<br />03/25/21 REVISED PER COMMENTS
<br />License No.
<br />Date
<br />I hereby certify that this survey, plan or report was
<br />prepared by me or under my direct supervision and that
<br />I am a duly Licensed Land Surveyor under the laws of
<br />the State of
<br />VICINITY MAP
<br />Field Crew
<br />Project Lead
<br />Drawn By
<br />Checked By
<br />Loucks Project No.
<br />Minnesota.
<br />Steven F. Hough - PLS
<br />54850
<br />18268A
<br />SFH
<br />SFH/NJL
<br />SFH
<br />SFH,MJA
<br />10/03/18
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