Resolution No. 2023-08, Approving a Prelimindary Plat, PS #22-000003 Petitioned by Roers Companies for the Property Located at 6257 University Avenue N.E.
Resolution No. 2023-08
Approving a Preliminary Plat, PS #22-000003 Petitioned by Roers Companies
for the Property Located at 6257 University Avenue N.E.
Whereas, the Planning Commission held a public hearing for Preliminary Plat, PS #22-000003
on January 4, 2023, and recommended approval of said plat; and
nd
Whereas, the City Council approved the preliminary plat for University Redevelopment 2
Addition at their January 9, 2023, meeting; and
nd
Whereas, a copy of the preliminary plat for University Redevelopment 2 Addition is attached
as Exhibit A.
Now, therefore be it resolved, that the City Council of the City of Fridley approves Preliminary
Plat, PS #22-000003 and directs the petitioner to prepare the final plat documents to be
submitted to the City for approval within six months of the date the Council approved the
preliminary plat or said approval shall become null and void.
th
Passed and adopted by the City Council of the City of Fridley this 9 day of January, 2023.
______________________________
Scott J. Lund – Mayor
Attest:
_________________________________
Melissa Moore – City Clerk
NJL
MLSMLS
MJA
4898822448
09/16/22
PLANNING
763.424.5505
VICINITY MAP
SITE
www.loucksinc.com
LAND SURVEYING
ENVIRONMENTAL
PLAT OF
FRIDLEY, MN 55432
CIVIL ENGINEERING
QUALITY CONTROL
Maple Grove, MN 55369
OUCKS
CADD QUALIFICATION
SUBMITTAL/REVISIONS
MINNETONKA, MN 55305 Max L. Stanislowski - PLS
7200 Hemlock Lane, Suite 300
Minnesota.
L
PROFESSIONAL SIGNATURE
LANDSCAPE ARCHITECTURE
6257 UNIVERSITY AVENUE NE
ROERS COMPANIES
1 OF 1
MOON PLAZA
PRELIMINARY
110 CHESHIRE LANE, SUITE 120
MOON PLAZA
with respect to this project. These CADD files shall not be used 09/16/22SURVEY ISSUED11/09/22SURVEY REVISEDLoucks Project No.Project LeadDrawn ByChecked ByField Crew
CADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelyon other projects, for additions to this project, or for completionof
this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and
reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor
deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.the State of License No.Date
I hereby certify that this survey, plan or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Land Surveyor under the laws of
3060
N
SCALE IN FEET
0
OWNER/DEVELOPER:Roers Companies110 Cheshire Lane, Suite 120Minnetonka, MN 55305763.285.8795
Side 15 feet plus 1 foot every 4 feet over 35 feet building heightSide 5 feet
Front 35 feetRear 40 feetFront 25 feet from right of wayRear 5 feet
the fieldwork is 6257 University Avenue NE, Fridley, MN 55432.
University Ave. NE, lying east of Satellite Ln. NE, and lying west of 64th Ave. NE.Elevation = 859.87 (NGVD29)Site Benchmark: Top nut of hydrant at the northwest corner of the property.Elevation
= 860.85 feet (NGVD29)Flood Insurance Rate Map No. 27003C0384E, Community Panel No. 2700130384E, effective date of December
16, 2015.
feet to the actual Point of Beginning of the tract to be described; thence continuing West along said Line üAý ato the West line of said Lot 4; thence North along the West line of
said Lot 4, to a point distant 28.0 feet Southfrom the North line of said Lot 4 measured at a right angle to the North line of said Lot 4; thence East along a linefeet to the actual
Point of Beginning of the tract to be described; thence continuing West along said Line üAý ato the West line of said Lot 4; thence North along the West line of said Lot 4, to a point
distant 28.0 feet Southfrom the North line of said Lot 4 measured at a right angle to the North line of said Lot 4; thence East along a line
Commencing at the point of intersection of the East line of said Lot 4 and a line drawn from a point in the West lineof said Lot 4 distant 119.99 feet South from the Northwest corner
of said Lot 4 to a point in the East line of said Lot4, distant 118.06 feet South from the Northeast corner of said Lot 4, said distance being measured along the Eastand West line of
said Lot 4 hereinafter referred to as Line üAý; thence West along said Line üAý a distance of 38.68distance of 25.25 feet; thence North at a right angle to said Line üAý a distance
of 0.33 feet; thence West, at aright angle, a distance of 1.58 feet; thence South at a right angle to said Line üAý; thence West along said Line üAýa distance of 23.74 feet; thence
North at a right angle to said Line üAý a distance of 0.33 feet; thence West at aright angle a distance of 1.58 feet; thence South at a right angle to said Line üAý; thence West along
said Line üAýparallel with the North line of said Lot 4 to a point distant 38 feet West from the East line of said Lot 4 measured ata right angle to the East line of said Lot 4; thence
South to the actual Point of Beginning.Commencing at the point of intersection of the East line of said Lot 4 and a line drawn from a point in the West lineof said Lot 4 distant 119.99
feet South from the Northwest corner of said Lot 4 to a point in the East line of said Lot4, distant 118.06 feet South from the Northeast corner of said Lot 4, said distance being measured
along the Eastand West line of said Lot 4 hereinafter referred to as Line üAý; thence West along said Line üAý a distance of 38.68distance of 25.25 feet; thence North at a right angle
to said Line üAý a distance of 0.33 feet; thence West, at aright angle, a distance of 1.58 feet; thence South at a right angle to said Line üAý; thence West along said Line üAýa distance
of 23.74 feet; thence North at a right angle to said Line üAý a distance of 0.33 feet; thence West at aright angle a distance of 1.58 feet; thence South at a right angle to said Line
üAý; thence West along said Line üAýparallel with the North line of said Lot 4 to a point distant 38 feet West from the East line of said Lot 4 measured ata right angle to the East
line of said Lot 4; thence South to the actual Point of Beginning.
AND Areas:
(Per Schedule A of Title Commitment issued by Guaranty Commercial Title, Inc., File No. 67109, effective date July 21, 2022.)excepting therefrom the following described parcel:(Abstract
Property)described as follows:(Abstract Property)GENERAL NOTES SURVEYOR:7200 Hemlock Lane, Suite 300763.424.55052.The address, if disclosed in documents provided to or obtained by the
surveyor, or observed while conducting3.The bearings for this survey are based on the Anoka County Coordinate System NAD 83 (1986 Adjustment).3.Benchmark: MnDOT 0205 K (GSID Sta.#485).
A benchmark disk located in between northbound and southbound4.This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per5.The field
work was completed on 08/22/22.ZONING INFORMATION Current Zoning: C-3 General Shopping Center DistrictSetback Requirements are per the Site Plan.SITE DATA Total= 174,711 +/- square
feet or 4.01 +/- acres
LEGAL DESCRIPTION Parcel 1Lot 4, AUDITORúS SUBDIVISION NUMBER 59, according to the recorded plat thereof, Anoka County, MinnesotaParcel 2Lot 4, AUDITORúS SUBDIVISION NUMBER 59, according
to the recorded plat thereof, Anoka County, Minnesota,LoucksMaple Grove, MN 553301.Prepared September 16, 2022.Building Setbacks:Parking Setbacks:Right of Way Dedication= 15,750
+/- square feet or 0.36 +/- acresLot 1, Block 1= 158,961 +/- square feet or 3.65 +/- acres
ASHMAPLETREE (GEN)ELM
PINETREE (GENERAL)SPRUCE
CATCH BASINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVEELECTRIC TRANSFORMERELECTRIC METERGAS METERGUY WIREHAND HOLELIGHT POLEPOWER POLEROOF DRAINTELEPHONE PEDESTALSIGNPARKING STALL
COUNTDISABLED PARKING STALLSCHEDULE B II ITEM
FOUND 1/2 INCH OPEN IRONSET 1/2 INCH X 14 INCH IRONSTORM SEWERSANITARY SEWERWATERMAINSANITARY SEWER SERVICEWATER SERVICEUNDERGROUND ELECTRICUNDERGROUND FIBER OPTICUNDERGROUND GASUNDERGROUND
TELEPHONEOVERHEAD UTILITYMAPPED UNDERGROUND ELECTRICMAPPED UNDERGROUND TELEPHONECHAIN LINK FENCEIRON FENCEWOOD FENCE
MONUMENT UNLESSSHOWN OTHERWISEMONUMENT, MARKED "LS 48988"ALUMINUM DISC MARKED "18407"FOUND PK NAILCONCRETE CURBRETAINING WALLCONCRETENO PARKINGEXISTING BUILDINGCONTOURSPOT ELEVATIONTREE
LINECONIFEROUS TREEDECIDUOUS TREE
21
LEGEND
602SET CAP# 48988
601SET CAP# 48988
40004NAIL MAG852.50
11
FFE-857.00
GFE-845.67
PROPOSED BUIDLING
12
EXHIBIT A
10
FFE-857.00
GFE-845.67
FFE-857.00
GFE-845.67
PROPOSED BUIDLING
PROPOSED BUIDLING
10
5FND ALUM DISC 18407850.59
SET CAP# 48988
4NAIL MAG857.56603
40005857.58
NAIL MAG
3FIP 1/2" OPEN857.39
600SET CAP# 48988
Plotted: 11 /09 / 2022 3:24 PM
W:\\2022\\22448\\CADD DATA\\SURVEY\\_dwg Sheet Files\\S22448-PPLAT