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5.1 Waterfront Commons Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 13 February 2023 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner City Attorney Kendall 5.1 – Waterfront Commons STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. X Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends vacation of existing drainage and utility easements, approval of a preliminary plat, final plat and PUD Development Stage Plan, and adoption of resolutions approving a Development Contract and Site Improvement Performance Agreement. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? Yes Yes, held by Planning Commission 3 January 2023. BACKGROUND/JUSTIFICATION: Arrow Companies, Inc. has applied to develop Outlots C and D, Otsego Waterfront East 3rd Addition. The subject site is located at the northeast quadrant of TH 101 and 90th Street. The proposed development consists of multiple principal buildings, including a first phase 7,415 square foot multiple tenant building. The proposed development requires consideration of a PUD Development Stage Plan, preliminary plat, and vacation of existing drainage and utility easements. A public hearing to consider the application was held by the Planning Commission at their meeting on 3 January 2023. Mr. Steve Fischer was present at the Planning Commission meeting as the applicant. There were no public comments and the public hearing was closed. The Planning Commission discussed access to the site and off-street parking directing changes to the site plan. The Planning Commission also agreed with the developer’s request that construction of a turn lane on southbound Quantrelle Avenue would not be required until there was a traffic demand caused by development of future phases of the subject site or undeveloped parcels north of 90th Street. Following this discussion, the Planning Commission voted to recommend approval of the applications by a 4-0 vote. The developer has submitted revised plans addressing the comments of City staff and the Planning Commission as outlined in the planning report addendum attached to the Request for Council Action. The final plat mylars, development contract, and SIPA are to be executed by the parties concurrently at the time of the real estate closing between the property owner and entity purchasing Lot 1, Block 1. The title company will subsequently record the final plat, development contract, temporary drainage and utility easement and parking easement with Wright County and convey the securities and fees to the City. SUPPORTING DOCUMENTS ATTACHED: ▪ Planning Report addendum dated 6 February 2023 ▪ Engineering Review dated January 2, 2023 ▪ Resolution 2023-11 vacating existing drainage and utility easements ▪ Findings of Fact and Decision re: preliminary plat/final plat/PUD Development Stage Plan ▪ Resolution 2023-12 approving a Development Contract ▪ Development Contract ▪ Resolution 2023-13 approving a Site Improvement Performance Agreement ▪ Site Improvement Performance Agreement POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Resolution 2023-11 vacating existing drainage and utility easements; approve a preliminary plat, final plat and PUD Development Stage Plan for Waterfront Commons; subject to the stipulations stated as by the Findings of Fact and Decision; adopt Resolution 2023-12 approving a Development Contract with Otsego Developments, LLC; and adopt Resolution 2023-13 approving a Site Improvement Performance Agreement with Waterfront Commons I, LLC. BUDGET INFORMATION FUNDING: BUDGETED: N/A N/A   3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com       1 PLANNING REPORT ‐ Addendum      TO:    Otsego Mayor and City Council    FROM:    D. Daniel Licht, AICP    REPORT DATE:  6 February 2023    RE:    Otsego – Waterfront Commons    TPC FILE:  101.02    BACKGROUND    Arrow Companies, Inc. has submitted application to develop Outlots C and D, Otsego  Waterfront East 3rd Addition.   The subject site is located at the northeast quadrant of TH 101  and 90th Street.  The proposed development consists of multiple principal buildings, including a  first phase 7,415 square foot multiple tenant building.  The proposed development requires  consideration of a PUD Development Stage Plan, preliminary plat, and vacation of existing  drainage and utility easements.  A public hearing to consider the application was held by the  Planning Commission at their meeting on 3 January 2023.    Exhibits:   Site Location Map   Architectural plans dated 1/24/23 (6 sheets)   Civil plans dated 1/24/2023 (13 sheets)   Preliminary Plat   Final Plat    ANALYSIS    Comprehensive Plan.  The 2012 Comprehensive Plan guides the subject site for commercial  uses as part of the City’s primary retail, service, and office district located adjacent to the TH  101 and CSAH 39 interchange.  The Phase 1 building will provide opportunity for an eye clinic to  locate in Otsego, as well as space for two potential additional retail or service buildings  expanding overall commercial building space within the City.  The proposed land uses are  consistent with the Future Land Use Plan and providing opportunity for business expansion is  consistent with the economic development policies adopted as part of the Comprehensive Plan.    2 Zoning.  The subject site is zoned PUD, Planned Unit District with allowed uses specified as  being those permitted, conditional, and interim uses as allowed in the B‐3, General Business  District.  The proposed eye clinic tenant of the Phase 1 building is a permitted use.  The other  tenant spaces within the Phase 1 building and the potential future phases shown on the  submitted plans, including a convenience food use, are also consistent with accommodating the  uses allowed within the B‐3 District.      Surrounding Uses.   The subject site abuts TH 101 to the west.  Areas to the north, east, and  south of the subject site are all within the Otsego Waterfront East PUD District.   The  surrounding uses consist of medical and professional offices, a restaurant, and senior housing.    There are vacant lots and outlots north and south of the subject site available for additional  development.  The proposed PUD Development Stage Plan for the subject site will be  compatible with existing and planned land uses within Otsego Waterfront East.    Lot Requirements.  The Otsego Waterfront East PUD District establishes no minimum lot area  or width requirements.   The suitability of the lot to accommodate the proposed development  is based on the ability to comply with applicable setbacks, off‐street parking and other site  design requirements.      The Otsego Waterfront East PUD District establishes setbacks of 30 feet from public street  rights‐of‐way and 10 feet from interior lot lines.  The proposed development of Lot 1, Block 1  complies with the required setbacks.  The PUD Development Stage Plan for Otsego Waterfront  East shown below established that the lots on the north and south sides of 90th Street were to  be four connected two‐story buildings connected by common spaces and a skyway and reduced  setbacks to 90th Street.   The subject site is highlighted in magenta and the one existing two‐ story building is highlighted in yellow.        3 The proposed development of the subject site abandons the site and building plans approved  with the initial Otsego Waterfront East PUD Development Stage Plan to have the matched two‐ story buildings on the north and south sides of 90th Street.  The change provides for a more  practical development, reflective of current market conditions.  The intent of the initial  development plan can be maintained by providing that the future phases of development  implement a minimal setback from 90th Street, which is shown on the submitted plans at least  for Outlot B, and building designs with four‐sided architecture.   The convenience food use  shown on the submitted plans should be revised such that the drive through stacking lane and  service window is not the primary visual element of the site as seen from the TH 101/CSAH 39  interchange.    Building Plans.  The developer has submitted architectural plans for the proposed 7,415 square  foot retail building to be constructed in Phase 1 on Lot 1, Block 1.         Exterior Materials. The Otsego Waterfront East PUD Design Guidelines and Section 11‐ 17‐4.D.1 of the Zoning Ordinance require the exterior finish of the proposed building to  be comprised of a minimum 65 percent Grade A materials, and not more than 35  percent Grade B materials, or not more than 10 percent Grade C materials.  The grade  of materials is defined by Section 11‐17‐4.B of the Zoning Ordinance and Grade A  materials consist generally of masonry, as well as glass walls, windows, and doors.  The  submitted information includes updated exterior elevations and a schedule for the  exterior materials that comply with the requirements of the Zoning Ordinance.     Height.  Principal buildings within the PUD District are allowed to be up to three stories  or 35 feet in height.  The proposed building is a single‐story structure with a height of  20.5 feet to the top of the roof and 24.0 feet to the top of the parapets.  The proposed  building complies with the height limits of the B‐3 District.  The submitted plans do not  indicate the location of building mechanical equipment.  If mounted on the roof of the  building, the mechanical units must be screened by the parapet or other measures so as  not to be visible from 90th Street and Quantrelle Avenue.  This requirement will need to  be verified by the Zoning Administrator prior to issuance of a building permit.    Access.  The subject site abuts 90th Street and Quantrelle Avenue.  The site plan illustrates that  access for development of the three proposed commercial lots is to be shared via one driveway  to 90th Street and one driveway to Quantrelle Avenue.   An ingress/egress and cross parking  easement to be recorded over the proposed lot and two outlots will need to be submitted by  the developer prior to approval of a final plat, subject to review and approval of the Zoning  Administrator.  The need to remove the existing curb cut to Quantrelle Avenue abutting Outlot  B now or when the outlot developes is to be determined by the City Engineer.     A traffic study completed for the Mississippi Landings development evaluated the capacity of  90th Street and Quantrelle Avenue.  The study indicated that full build out of the areas north of  90th Street, including the subject site, would necessitate a dedicated right turn lane at the 90th  Street and Quantrelle Avenue intersection.   The preliminary plat dedicates right‐of‐way for the  4 right turn lane.   Construction of the right turn lane is to be deferred until subsequent  development of Outlot B or other undeveloped parcels north of 90th Street not included in the  plat increases traffic at the intersection warranting the turn lane as by the City Engineer.      The access to 90th Street will be limited to right‐in/right‐out only due to the existing median  within the four lane roadway.  The proposed access is 280 feet from Quantrelle Avenue and  more than 320 feet from the northbound TH 101 entrance ramp.  The access to Quantrelle  Avenue is setback at least 200 feet from existing driveways onto Quantrelle Avenue.  The  location of both driveways complies with the spacing requirements of Section 11‐21‐6 of the  Zoning Ordinance.      Trail/Sidewalks.  There are no existing trails or sidewalks abutting the subject site.  Section 10‐ 8‐5.D of the Subdivision Ordinance requires construction of five foot wide concrete sidewalks  on both sides of commercial streets or 10 foot wide trails as indicated on the Future Parks and  Trails System map.      The submitted plans illustrate construction of a trail along the north side of 90th Street,  extending the existing trail from TH 101 to Quantrelle Avenue.   At such time as Outlot B is final  platted, a sidewalk is to be constructed on the west side of Quantrelle Avenue.      The Phase 1 provide for a sidewalk connection between the proposed northeast corner of the  proposed building to Quantrelle Avenue adjacent to the west side of the driveway.  A future  pedestrian connection to 90th Street will be required when Outlot A and/or Outlot B are final  platted and developed.    Trail and sidewalk construction plans are subject to review and approval of the City Engineer.      Off‐Street Parking.   The submitted plan illustrate construction of 48 off‐street parking stalls  with Phase 1 and potential for 103 additional stalls if the two outlots are developed as shown  on the submitted plans or a total of 151 stalls.    Use Floor Area Requirement Required Stalls  Lot 1 Retail Only Retail/Office 7,415sf. 1 stall/200sf. 34 stalls  Coffee Shop  Alternate  Retail 5,616sf. 1 stall/200sf. 26 stalls  Coffee Shop 1,799sf. 1 stall/50sf. 33 stalls  Total 59 stalls  Outlot A Convenience Food 2,520sf. 1 stall/70sf. 33 stalls  Outlot B Retail  1 stall/200sf. 56 stalls  Total 123‐148 stalls    The proposed Phase 1 off‐street parking is adequate for retail use of the entire building based  on the requirements of Section 11‐21‐8 of the Zoning Ordinance.  Occupancy of 1,665 square  feet on the west side of the building with a coffee shop that would include drive through  service would require 11 stalls over the number to be provided with the Phase 1 construction.       5 An ingress/egress and cross parking easement that is to be required for shared access to the  subject site would also allow for the number of required parking stalls to be met cumulatively  across the three lots shown on the preliminary plat.  The schematic footprint of the potential  future convenience food use and multiple tenant retail building indicate a preliminary surplus  of four off‐street parking stalls within the three lots shown on the submitted plans.  A proof‐of‐ parking agreement will be required to allow the City to require additional off‐street parking  stalls be added if the City determines that demand exceeds available supply of parking stalls  within Phase 1.      The off‐street parking stalls are designed as nine feet wide by 20 feet in depth and the stalls  abutting the sidewalk or perimeter of the parking area as 18 feet deep (with two foot overhang)  accessed via 24 foot wide drive aisles in compliance with Section 11‐21‐7.B of the Zoning  Ordinance.  The stacking lane for the drive through window on the west side of the building is  separate from the drive lanes and has space for approximately six vehicles.     The parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete  curb as required by Section 11‐21‐7.C and D of the Zoning Ordinance.  The construction  specifications for the off‐street parking area are to be subject to review and approval of the City  Engineer.    Landscaping. A landscape plan has been submitted that provides for a mix of shade trees,  evergreen trees, and shrubs for Phase 1.  We recommend that the area north of the building be  planted with clumps of tall growing grasses such as Karl Forester to add landscaping to this area  of the subject site.  The sizes of proposed plantings comply with the provisions of Section 11‐ 19‐2.B of the Zoning Ordinance.  Section 5‐2‐3.C.2 of the City Code requires installation of in‐ ground irrigation for the yards and planting areas within the property, which must be indicated  on the landscape plan.      Signs.  The PUD Development Stage Plan approved for Otsego Waterfront East 3rd Addition  established allowance of four freestanding signs for the entire development that included one  for the four two story buildings along 90th Street and guidelines mirroring the Zoning Ordinance  for wall signs.    The site plan identifies a freestanding sign at the northwest corner of Lot 1, Block 1, but no  details are provided.  Based on the revised development plan for the subject site, the sign  allowances should be amended to provide for a freestanding sign specifically to the proposed  PUD Development Stage Plan.      Under the provisions for signs within the Otsego Waterfront East PUD District and the  provisions of the Zoning Ordinance for the B‐3 District and the Freeway Corridor District along  TH 101, City staff recommends the following signs would be allowed for Lot 1, Block 1, Outlot A,  and Outlot B:    6  One freestanding sign not to exceed 320 square feet in area and a height not to exceed  70 feet or 20 feet above the centerline elevation of TH 101 measured perpendicular to  the sign location, whichever is less.     One freestanding sign not to exceed 64 square feet in area or 15 feet in height at each  driveway access to 90th Street and Quantrelle Avenue.     All freestanding signs must be setback 10 feet from perimeter property lines.    Wall signs to be mounted on the principal building within Lot 1, Block 1 or future buildings  constructed on Outlot A and Outlot B are to be allowed signs on all four sides of the building up  to 15 percent of the wall area of the building with no individual sign larger than 100 square feet  in area.     A sign permit subject to review and approval of the Zoning Administrator is required prior to  placement of any signs upon the property.    Exterior Lighting.  Section 11‐16‐6 of the Zoning Ordinance establishes performance standards  for exterior lighting.  An exterior lighting plan including photometric measurements of light  intensity and indicating the type, location, and height of all exterior light fixtures has been  submitted.  All exterior light fixtures are to have a 90 degree horizontal cut‐off and not cast  more than 0.4 foot‐candles of light at the property lines.  The proposed site lighting plan  complies with the Zoning Ordinance.    Waste Storage. The submitted plans show a location for waste storage containers west of the  proposed Phase 1 building.  The architectural plans include details an enclosure constructed of  rockface block with a height of 7‐1/3 feet and gate that complies with the requirements of  Section 11‐18‐4.C of the Zoning Ordinance for screening outdoor waste storage areas.    Grading Plan. Plans for grading, erosion control, and storm water management have been  submitted for the property.  All grading, drainage, and erosion control plans are subject to  review and approval of the City Engineer.    Utilities.  The subject site is within the East Sewer District established by the 2012  Comprehensive Plan and services are available to the property.  The developer has submitted a  utility plan for connection of the Phase 1 building to City sewer and water utilities.   The  developer will pay Utility Availability Charges for Lot 1, Block 1 at the time of final plat approval  in accordance with the Fee Schedule in effect.  Utility Connection Charges will be collected at  the time a building permit is issued for build out of the tenant spaces within the Phase 1  building based on the proposed occupancy and Fee Schedule in effect at that time.  All utility  plans are subject to review and approval of the City Engineer.      7 Easements.  Section 10‐8‐12 of the Subdivision Ordinance requires establishment of drainage  and utility easements at the perimeter of each lot, over public utility lines, and regional  stormwater drainage facilities.   The proposed preliminary plat and final plat illustrate proposed  easements.      There is an existing drainage and utility easement over the west portion of the lot that was to  overlay trunk sewer and water lines.  The sewer and water lines were constructed to the east  outside of the drainage and utility easement.  City staff and the developer have negotiated that  the City will compensate the developer for the value of the easement to be dedicated over the  in‐place utilities based on a current appraisal provided by the developer as a credit to Utility  Availability Charges.  The credit is to be reduced by the value of the area currently within the  existing drainage and utility easement to be used for stormwater management purposes for the  proposed development.  The calculation of the credit is shown below:     New Easement:    10,400sf. x $6.81/sf. x 50% =  $35,412   Existing Easement: 5,000sf. x $6.81/sf. x 50% =   $17,025   Total Credit:      $18,387    The existing drainage and utility easement will be vacated concurrent with the approval of the  final plat as it no longer serves a public purpose.      All drainage and utility easements are subject to review and approval of the City Engineer.    Outlots.  The final plat includes two outlots intended to reserve two lots for future additional  development as shown on the submitted plans.  Future development of the outlots will be  subject to applications for a PUD Development Stage Plan and final plat approvals.  City staff  recommends that temporary drainage and utility easements be dedicated over Outlot A and  Outlot B to expire upon approval of a final plat.       Park Dedication.   Section 10‐8‐15 of the Subdivision Ordinance establishes park dedication  requirements for new subdivisions.  Park requirements for Otsego Waterfront East, including  the subject site, were satisfied with the initial final plat approval with dedication of park  easements and improvements within the outlot encompassing the Mississippi River frontage.   No additional park dedication is required for the proposed preliminary plat.         Development Contact.  A development contract is required with final plat approval by Section  10‐10‐4.A of the Subdivision Ordinance to provide for the platting of the subject site and  payment of applicable fees.  The City Attorney has drafted a development agreement for  execution by the property owner Otsego Developments, LLC.  Section 11‐9‐7 of the Zoning  Ordinance also requires that the developer enter into a performance agreement with the City  to provide for construction of the project improvements within the subject site.  The City  Attorney has also drafted a Site Improvement Performance Agreement for development of Lot  1, Block 1, with the intended owner/developer Waterfront Commons I, LLC, which is also  subject to approval by resolution of the City Council and recorded with the property.     8 RECOMMENDATION    The proposed Waterfront Commons development is consistent with the policies of the  Comprehensive Plan, requirements of the Zoning Ordinance and Subdivision Ordinance, as well  as the Otsego Waterfront East PUD District.  Our office recommends approval of the  applications as provided for in the Findings of Fact and Decision and resolutions approving the  development contract and SIPA.         c. Adam Flaherty, City Administrator/Finance Director   Audra Etzel, City Clerk   Ron Wagner, City Engineer   David Kendall, City Attorney  Waterfron t Common s Site Location M ap 460 ft Overvi ew Legend Roads C SAHC L C TYC L MUNIC L PRIVATEC L TWPC L Highw ays Intersta te State Hwy US Hwy City/T ow nship Limits c t Parcels DRAWN BY:CHECKED BY:REVISIONS:PROJECT NUMBER:1084 Sterling StreetSt. Paul, Minnesota 55119tel: 651-739-7988fax: 651-739-3165cCOPYRIGHT 2022 ROSA ARCHITECTURAL GROUPI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:SIGNED:RosaArchitecturalGroupInc.DATE:REG. NO.22204SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALREPORT WAS PREPARED BY ME OR UNDER MY DIRECTI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORUNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:REG. NO.PRINT NAME:SIGNED:PRINT NAME:WATERFRONTOTSEGO, MN 55330COMMONS I7365 KIRKWOOD COURT N.SUITE 335MAPLE GROVE, MN 55369P: 763.424.6355F: 763.424.7980PHASE I BUILDINGDEVELOPMENT11/14/202218039RUSSELL R. ROSACOLOR ELEVATIONSA3.2NOVEMBER 14, 2022JLRRSOUTH ELEVATION (FRONT)1A3.23/16" = 1'-0" (ON 24x36 SIZE SHEET)NORTH ELEVATION (REAR)2A3.23/16" = 1'-0" (ON 24x36 SIZE SHEET)WEST ELEVATION (SIDE)3A3.23/16" = 1'-0" (ON 24x36 SIZE SHEET)EAST ELEVATION (SIDE)4A3.23/16" = 1'-0" (ON 24x36 SIZE SHEET)11/21/22, 1/11/231/19/23 LEGENDTHE SUBSURFACE UTILITY INFORMATIONDEPICTED IN THESE PLANS ARE SHOWNACCORDING TO CI/ASCE 38-02, "STANDARDGUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITYDATA," LEVEL D STANDARDS.N O T F O R C O N S T R U C T I O N 5'5'N O T F O R C O N S T R U C T I O N MNDOT SEED MIX33-26112" SCARIFIED SOIL BOT. ELEV.= 857.5BERM MIN. ELEV. = 860.0MNDOT SEED MIX33-26112" SCARIFIED SOIL BOT. ELEV.= 856.0BERM MIN. ELEV. = 860.0Shee t : 2 File: . . \ . .\ . . \0 2 E n gi n ee r in g - 8 94 02 A \0 1 C AD \ 07 X re f s\ Mn D ot Pe d R am p D e ta i ls . p dfMissing o r i n va l i d r e fe r en ce 3'8"3'10"0'4"9'10"3C3HINGE ASSEMBLYMINIMUM OF 2HINGES REQUIRED(4) 1/2" DIA-13 UNCHEX HEAD STAINLESSSTEEL BOLTS WITHNUTS AND WASHERS4" OC BOTH WAYS48" DIA (2) PIECE PONDSKIMMER GRATE (MIN 5/8" THICKNESS)GRATE NOTES:1. GRATE TO BE MADE IN TWO (2) PIECES2. ALL METAL SHALL BE HOT-DIPPED GALVANIZEDHINGE ASSEMBLYMINIMUM OF 2HINGES REQUIRED(4) 1/2" DIA-13 UNCHEX HEAD STAINLESSSTEEL BOLTS WITHNUTS AND WASHERS4" OC BOTH WAYS48" DIA (2) PIECE PONDSKIMMER GRATE (MIN 5/8" THICKNESS)GRATE NOTES:1. GRATE TO BE MADE IN TWO (2) PIECES2. ALL METAL SHALL BE HOT-DIPPED GALVANIZED5" SOIL MEDIA70% SAND (MEETING SM CLASSIFICATION)30% MNDOT 3890 GRADE 2 COMPOSTMNDOT SEED MIX33-2615" SOIL MEDIA70% SAND (MEETING SM CLASSIFICATION)30% MNDOT 3890 GRADE 2 COMPOSTMNDOT SEED MIX33-261N O T F O R C O N S T R U C T I O N N O T F O R C O N S T R U C T I O N LEGENDDS830HydrantHydrantN 66°28 '42" E 386 .68S 25°09'39" E 102.6371.7862.33S 68°30'35" W 284.21N 26°31'25" W 116.91N 37°35'23" W 101.27S 66°28'42" W 87.43N 23°31'18" WTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)110' R/W Width5 0 ' R / W W i d t h N 23°55'07" E5.00S 83°19'43" W20.19N 31°18'18" W 94.95N 18°55'01" W 191.12(right of way width varies)(public right of way)Chain-Link FenceConcre te Cu rb Concrete Curb860860858858862862862862862862 8622010 Chain-Link Fence201030.01 50' R/W WidthChain-Link FenceWatermain per markings in the fieldSanitary Sewer per markings in the fieldCommunication line per markings in the fieldCommunica t ion l ine pe r ma r k ings in the f ie ld tcc863.06tcc863.36tcc863.26tcc862.93tcc862.59tcc862.20Signtcc862.65tcc863.07tcc863.39tcc863.97tcc864.34tcc864.54ElectricManholetcc864.20tcc863.83tcc863.32tcc863.04tcc862.70Signtcc862.24tcc862.43tcc862.47tcc862.73Signtcc863.09863.2862.5863.8863.7tcc862.73Sign864.8863.9863.9HFiber Optic Vault864.8864.7864.6864.6861.8bw861.5864.1864.2864.7864.2864.4864.1864.6864.6862.0861.9tnh864.68864.4864.6864.6864.0864.3FFE864.8864.8864.7864.8864.8864.7864.8864.8864.6864.5864.8864.8864.8864.7864.6864.5863.9864.1Sign863.7863.5863.4863.3863.0862.8tnh865.95SignLightPoleSigntcc862.01bw861.6tcc861.66tcc861.64tcc861.70bw861.9bw861.7bw862.2864.1tcc862.10LightPolebw862.7864.2864.2bw862.8tcc862.48tcc862.69tcc862.84Sanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14863.9864.3864.8864.8864.8865.1864.6864.6864.4864.8LightPole864.8864.6864.7864.7864.8864.8864.5864.5864.6864.6864.7864.7863.2863.3tcc863.11864.7864.6864.5864.5LightPole864.5864.5864.5864.5863.8863.2864.5864.2864.0863.4863.1862.8tcc862.71tcc862.59tcc862.41862.3862.2tcc861.82tcc861.77861.9862.1864.8864.8864.7864.7863.3863.1862.8862.4862.4861.9862.1862.2tcc861.9915"inv=855.92857.0tcc860.50tcc860.87tcc861.19tcc861.57tcc861.80LightPoleSigntcc861.91861.9862.0Cleanout860.8860.7860.8861.0861.1861.1tcc861.41tcc861.44861.89861.6861.5861.4860.6861.0861.0862.2862.4862.5862.3862.9861.8861.6861.6861.9862.2862.6862.3862.0861.8861.9862.0861.7861.6862.1861.6860.6867.2867.4869.4870.4870.8861.0861.9Sanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93861.0861.2860.9861.1862.6862.8Ttped861.8864.0tcc864.39Manholerim=864.04tcc864.09tcc863.76tcc863.27tcc862.91tcc862.48Manholerim=861.95tcc861.85tnh865.07LightPoletcc861.86tcc862.12Signtcc862.47LightPoletcc862.32SignSignLightPoletcc863.14Signtcc863.05VVaultCcpedCcpedCcpedLightPoletcc862.70tcc862.66Hydranttnh=865.75tcc862.45862.0861.9Sign861.6861.6tcc861.82VVaultCcpedCcpedTtpedtcc861.14tcc860.84tcc860.47Catch Basinrim=859.84tcc860.65LightPoleCcpedtcc860.82860.7860.7860.8860.7860.8861.0861.1860.9860.9860.0860.0860.2860.5860.7860.9861.8862.2862.0861.9861.8861.9861.9862.1862.3862.7862.9862.7862.9863.0862.8862.5861.9862.0862.7863.4863.7863.6863.6863.4863.2862.8862.8862.4862.3862.2862.2861.9862.2862.7863.1862.8862.7862.6862.7862.8862.5862.0861.5861.3861.2861.2861.1861.3861.2860.9860.7860.9860.9860.9860.1860.2860.3860.3860.4860.9861.2861.9862.0861.9861.8861.7862.1862.0862.1862.1862.4862.3862.3862.2862.3862.2862.2861.9861.9861.8861.8861.7861.6861.8862.3863.2864.1863.5862.0862.5862.5863.1863.8863.7863.7863.7863.5863.7863.5863.6864.0863.8863.5863.6862.8862.3862.0861.6861.4861.3861.5861.3861.1860.7860.3860.3860.3860.3860.4860.4860.8861.0861.5862.0861.9861.8861.9861.9862.0862.3862.5862.4862.4862.3862.1861.9862.4863.2863.6863.6863.7862.7862.0861.8861.8862.1862.2862.2862.5862.9863.6863.6863.7863.6863.4862.7862.3861.9861.7861.7861.4861.0860.7861.0860.7860.8860.9861.2861.4861.9861.9862.0862.1862.2862.3862.4862.8863.5863.3862.6862.0861.9861.5861.1861.1862.2862.3862.4862.4862.9862.0861.2861.2861.1861.3861.6861.7861.9861.9862.4862.5862.6862.3862.1862.0861.9862.3863.4863.3862.2861.1862.9861.2859.6858.7858.4858.1857.5858.0858.2859.5858.9859.0859.6864.2863.9861.7Sign862.0860.6N 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110N 23°55'07" E 62.34 134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 8" D IP Wa te rma in8" PVC San i ta ry 12" DIP Watermain10101055TransformerCatch Bas ins L=5 5 . 9 8 R = 3 5 . 0 0 =91 ° 3 8 ' 2 1 "R=175.00=30°35'24" L=93.43L=71.62R=2567.00=01°35'55"C o n c r e t eA p r o ngl=861.38gl=861.11DRAINAGE & UTILITY EASEMENT PER PLATS861.1861.0862.6864.0B16Right of Access line perDoc. No.654372Right of Access line perMNDOT Plat 86-9Real t o r Sign L=19.31R=125.00=08°51'03"L=136.70R=125.00=62°39'35"ManholeInv(e)= 855.74Inv(w)=855.81Inv(s)=858.81Inv(n)=859.62Inv(s)=859.77S i g n Inv(w)=853.79Inv(e)=853.68Inv(n)=855.34Inv(s)=855.34Inv(n)=855.31Inv(s)=855.32C o n c r e t eInv(w)=858.03Inv(e)=858.05Inv=857.92Inv=858.97Inv=857.53Inv=857.34Catch Bas insCatch Bas insCatch Basins Catch BasinInv=858.04Inv=857.89L=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEU g - w a t e r m a i nPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )N O T F O R C O N S T R U C T I O N LEGEND►►█ █ █ ►►►►►►►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►HydrantHydrantTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)(right of way width varies)(public right of way)Chain-Link FenceConcre te Cu rb Concrete CurbChain-Link FenceChain-Link FenceSignElectricManholeSignSignSignHFiber Optic Vaulttnh864.68Signtnh865.95SignLightPoleSignLightPoleSanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14LightPoleLightPole15"inv=855.92LightPoleSignCleanoutSanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93TtpedManholerim=864.04Manholerim=861.95tnh865.07LightPoleSignLightPoleLightPoleVVaultCcpedCcpedCcpedLightPoleHydranttnh=865.75VVaultCcpedCcpedTtpedCatch Basinrim=859.84CcpedN 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 10101055TransformerCatch Bas ins ManholeC o n c r e t eCatch Bas insCatch Bas insCatch Basins Catch BasinL=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )D►►►►►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►████████████████ ████████████████████████████████████████████████████████████████ █ █ ███████████████████████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████████████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ███ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ████████████████████████████████████████████████████ █ ██████████████████████████████████████████████████████████████████████████████SN O T F O R C O N S T R U C T I O N ►►►►►►►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►HydrantHydrantTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)(right of way width varies)(public right of way)860860858858862862862862862862 862tcc863.06tcc863.36tcc863.26tcc862.93tcc862.59tcc862.20Signtcc862.65tcc863.07tcc863.39tcc863.97tcc864.34tcc864.54ElectricManholetcc864.20tcc863.83tcc863.32tcc863.04tcc862.70Signtcc862.24tcc862.43tcc862.47tcc862.73Signtcc863.09tcc862.73SignHFiber Optic Vaulttnh864.68Signtnh865.95SignLightPoleSigntcc862.01tcc861.66tcc861.64tcc861.70tcc862.10LightPoletcc862.48tcc862.69tcc862.84Sanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14LightPoletcc863.11LightPoletcc862.71tcc862.59tcc862.41tcc861.82tcc861.77tcc861.9915"inv=855.92tcc860.50tcc860.87tcc861.19tcc861.57tcc861.80LightPoleSigntcc861.91Cleanouttcc861.44861.89Sanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93Ttpedtcc864.39Manholerim=864.04tcc864.09tcc863.76tcc863.27tcc862.91tcc862.48Manholerim=861.95tcc861.85tnh865.07LightPoletcc861.86tcc862.12Signtcc862.47LightPoletcc862.32LightPoletcc863.14tcc863.05VVaultCcpedCcpedCcpedLightPoletcc862.70tcc862.66Hydranttnh=865.75tcc862.45tcc861.82VVaultCcpedCcpedTtpedtcc861.14tcc860.84tcc860.47Catch Basinrim=859.84tcc860.65Ccpedtcc860.82N 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 10101055TransformerCatch Bas insgl=861.38gl=861.11861.1861.0862.6864.0B16ManholeInv(e)= 855.74Inv(w)=855.81Inv(s)=858.81Inv(n)=859.62Inv(s)=859.77S i g n Inv(w)=853.79Inv(e)=853.68Inv(n)=855.34Inv(s)=855.34Inv(n)=855.31Inv(s)=855.32C o n c r e t eInv(w)=858.03Inv(e)=858.05Inv=857.92Inv=858.97Inv=857.53Inv=857.34Catch Bas insCatch Bas insCatch Basins Catch BasinInv=858.04Inv=857.89L=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )D►►►►►► ►► ►► ►►857.5857.5►►►►►►►►►►►►►►►►►►►►►►████████████████ ████████████████████████████████████████████████████████████████ █ █ ███████████████████████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████████████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ███ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ████████████████████████████████████████████████████ █ █████████████████████████████████████████████████████████860860858858859859861861 862 8628628628638638 6 3 863 861862863862862863861862 8628608608568568578578588588598598618628638 6 3864864 861 862862 863863█████████████████████S830LEGEND►►830█ █ █N O T F O R C O N S T R U C T I O N LEGEND►►DS█ █ █ ►►►►►►►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►HydrantHydrantTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)20.19N 31°18'18" W 94.95N 18°55'01" W 191.12(right of way width varies)(public right of way)2010 201030.01 SignElectricManholeSignSignSignHFiber Optic Vaulttnh864.68Signtnh865.95SignLightPoleSignLightPoleSanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14LightPoleLightPole15"inv=855.92LightPoleSignCleanoutSanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93TtpedManholerim=864.04Manholerim=861.95tnh865.07LightPoleSignLightPoleLightPoleVVaultCcpedCcpedCcpedLightPoleHydranttnh=865.75VVaultCcpedCcpedTtpedCatch Basinrim=859.84CcpedN 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 10101055TransformerCatch Bas insgl=861.38gl=861.11DRAINAGE & UTILITY EASEMENT PER PLATS861.1861.0862.6864.0Right of Access line perDoc. No.654372Right of Access line perMNDOT Plat 86-9ManholeInv(e)= 855.74Inv(w)=855.81Inv(s)=858.81Inv(n)=859.62Inv(s)=859.77Inv(w)=853.79Inv(e)=853.68Inv(n)=855.34Inv(s)=855.34Inv(n)=855.31Inv(s)=855.32C o n c r e t eInv(w)=858.03Inv(e)=858.05Inv=857.92Inv=858.97Inv=857.53Inv=857.34Catch Bas insCatch Bas insCatch Basins Catch BasinInv=858.04Inv=857.89L=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )D████████████████ ████████████████████████████████████████████████████████████████ █ █ ███████████████████████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ██████████████████████████████████████████████████████████████████ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ███ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ █ ████████████████████████████████████████████████████ █ ██████████████████████████████████████████████████████████████████████████████S►►►►►►►►►►►►►►►► ►► ►► ►►►►►►►►►►►►N O T F O R C O N S T R U C T I O N LEGEND►►►►►►►►►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►HydrantHydrantTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)(right of way width varies)(public right of way)Chain-Link FenceConcre te Cu rb Concrete CurbChain-Link FenceChain-Link FenceSignElectricManholeSignSignSignHFiber Optic Vaulttnh864.68Signtnh865.95SignLightPoleSignLightPoleSanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14LightPoleLightPole15"inv=855.92LightPoleSignCleanoutSanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93TtpedManholerim=864.04Manholerim=861.95tnh865.07LightPoleSignLightPoleLightPoleVVaultCcpedCcpedCcpedLightPoleHydranttnh=865.75VVaultCcpedCcpedTtpedCatch Basinrim=859.84CcpedN 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 10101055TransformerCatch Bas ins ManholeC o n c r e t eCatch Bas insCatch Bas insCatch Basins Catch BasinL=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )D►►C o n c r e t eA p r o n►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►►S►►►►►►►►►►Manholerim=861.95►►►►►►►►►►SN O T F O R C O N S T R U C T I O N ►►►►►►►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►HydrantHydrantTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)(right of way width varies)(public right of way)860860858858862862862862862862 862tcc863.06tcc863.36tcc863.26tcc862.93tcc862.59tcc862.20Signtcc862.65tcc863.07tcc863.39tcc863.97tcc864.34tcc864.54ElectricManholetcc864.20tcc863.83tcc863.32tcc863.04tcc862.70Signtcc862.24tcc862.43tcc862.47tcc862.73Signtcc863.09tcc862.73SignHFiber Optic Vaulttnh864.68Signtnh865.95SignLightPoleSigntcc862.01tcc861.66tcc861.64tcc861.70tcc862.10LightPoletcc862.48tcc862.69tcc862.84tcc862.55Sanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14tcc863.17tcc863.17LightPoletcc863.22tcc863.06Signtcc863.02tcc863.45tcc863.40Sanitary Manholerim=863.56inv(w)=853.65inv(e)=853.65LightPoletcc863.37tcc863.43863.29tcc863.89tcc863.91tcc863.42tnh866.90Lighttcc863.08tcc863.00tcc863.11LightPoletcc862.71tcc862.59tcc862.41tcc861.82tcc861.77tcc861.9915"inv=855.92tcc860.50tcc860.87tcc861.19tcc861.57tcc861.80LightPoleSigntcc861.91Cleanouttcc861.44861.89Sanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93Ttpedtcc864.39Manholerim=864.04tcc864.09tcc863.76tcc863.27tcc862.91tcc862.48Manholerim=861.95tcc861.85tnh865.07LightPoletcc861.86tcc862.12Signtcc862.47LightPoletcc862.32LightPoletcc863.14tcc863.05VVaultCcpedCcpedCcpedLightPoletcc862.70tcc862.66Hydranttnh=865.75tcc862.45tcc861.82VVaultCcpedCcpedTtpedtcc861.14tcc860.84tcc860.47Catch Basinrim=859.84tcc860.65Ccpedtcc860.82N 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 10101055TransformerCatch Bas insgl=861.38gl=861.11861.1861.0862.6864.0B16ManholeC o n c r e t eInv(e)= 855.74Inv(w)=855.81Inv(s)=858.81Inv(n)=859.62Inv(s)=859.77S i g n Inv(w)=853.79Inv(e)=853.68Inv(n)=855.34Inv(s)=855.34Inv(n)=855.31Inv(s)=855.32C o n c r e t eInv(w)=858.03Inv(e)=858.05Inv=857.92Inv=858.97Inv=857.53Inv=857.34Catch Bas insCatch Bas insCatch Basins Catch BasinInv=858.04Inv=857.89L=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )D►►857.5857.5C o n c r e t eA p r o n►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►►860860858858859859861861 862862 8628628638638 6 3 863 861862863864864861862 862860860856856857857858858859859862862863864864 S8618628638 6 3864864 861862862863863830LEGEND►►830►►►►►►►►►►tcc862.48Manholerim=861.95tcc861.85►►►►►►►►►►SN O T F O R C O N S T R U C T I O N LEGEND►►DSHydrantHydrantTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)20.19N 31°18'18" W 94.95N 18°55'01" W 191.12(right of way width varies)(public right of way)2010 201030.01 SignElectricManholeSignSignSignHFiber Optic Vaulttnh864.68Signtnh865.95SignLightPoleSignLightPoleSanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14LightPoleLightPole15"inv=855.92LightPoleSignCleanoutSanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93TtpedManholerim=864.04Manholerim=861.95tnh865.07LightPoleSignLightPoleLightPoleVVaultCcpedCcpedCcpedLightPoleHydranttnh=865.75VVaultCcpedCcpedTtpedCatch Basinrim=859.84CcpedN 68°30'35" E 287.55 S 14° 3 0 ' 4 9 " W 4 3 . 0 8 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 10101055TransformerCatch Bas insgl=861.38gl=861.11DRAINAGE & UTILITY EASEMENT PER PLATS861.1861.0862.6864.0Right of Access line perDoc. No.654372Right of Access line perMNDOT Plat 86-9ManholeInv(e)= 855.74Inv(w)=855.81Inv(s)=858.81Inv(n)=859.62Inv(s)=859.77Inv(w)=853.79Inv(e)=853.68Inv(n)=855.34Inv(s)=855.34Inv(n)=855.31Inv(s)=855.32C o n c r e t eInv(w)=858.03Inv(e)=858.05Inv=857.92Inv=858.97Inv=857.53Inv=857.34Catch Bas insCatch Bas insCatch Basins Catch BasinInv=858.04Inv=857.89L=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t )D857.5857.5C o n c r e t eA p r o nS►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ►►►►N O T F O R C O N S T R U C T I O N HydrantHydrantN 66°28 '42" E 386 .68S 25°09'39" E 102.6371.7862.33S 68°30'35" W 284.21N 26°31'25" W 116.91N 37°35'23" W 101.27S 66°28'42" W 87.43N 23°31'18" WTRUNK HIGHWAY No. 10190TH STREEETQUANTRELLE AVENUE(pub l ic r igh t o f way )(public right of way)110' R/W Width5 0 ' R / W W i d t h N 23°55'07" E5.00S 83°19'43" W20.19N 31°18'18" W 94.95N 18°55'01" W 191.12(right of way width varies)(public right of way)Chain-Link FenceConcre te Cu rb Concrete Curb860860858858862862862862862862 8622010 Chain-Link Fence201030.01 50' R/W WidthChain-Link FenceWatermain per markings in the fieldSanitary Sewer per markings in the fieldCommunication line per markings in the fieldCommunica t ion l ine pe r ma r k ings in the f ie ld tcc863.06tcc863.36tcc863.26tcc862.93tcc862.59tcc862.20Signtcc862.65tcc863.07tcc863.39tcc863.97tcc864.34tcc864.56tcc864.89tcctcc864.83tcc864.88tcc864.54ElectricManholetcc864.20tcc863.83tcc863.32tcc863.04tcc862.70Signtcc862.24tcc862.43tcc862.47tcc862.73Signtcc863.09863.2862.5862.2863.9863.8863.7tcc862.73Sign864.8863.9863.9HFiber Optic Vault864.6864.6864.2864.2864.4862.0861.9tnh864.68864.4864.3864.8864.7864.8864.8864.7864.8864.6864.5864.6864.5863.9864.1Sign863.7863.5863.4863.3863.0862.8tnh865.95SignLightPoleSigntcc862.01tcc861.66tcc861.64tcc861.70tcc862.10LightPoletcc862.48tcc862.69tcc862.84tcc862.55Sanitary Manholerim=862.25inv(w)=853.13inv(e)=853.14863.0863.2863.2863.2tcc863.17tcc863.17LightPoletcc863.22tcc863.06863.9863.3863.3863.4863.5864.2864.3864.8864.6864.6864.4863.4863.5863.4tcc863.00863.2863.2LightPole863.5Sign863.4tcc863.02863.4863.6863.7863.8863.8863.2tcc863.45tcc863.40Sanitary Manholerim=863.56inv(w)=853.65inv(e)=853.65tcc863.10tcc862.43tcc862.77tcc862.59Manholerim=862.60inv(w)=854.56inv(e)=854.56tcc863.13tcc862.62LightPoleLightPoletcc863.37tcc863.43864.0864.0tcc863.29tcc863.89tcc863.91863.9863.3863.5863.6tcc863.42tnh866.90Lighttcc863.08tcc863.00864.6864.5864.5864.6864.6864.6864.6863.8863.4863.1863.1864.6864.6864.6864.6863.2863.3tcc863.11864.6864.5LightPole864.5864.5864.5863.2864.5864.2864.0863.4863.1862.8tcc862.71tcc862.59tcc862.41862.3862.2tcc861.82tcc861.77861.9862.1Storm Manholerim=861.73inv(e)=854.13inv(w)=854.13863.3863.1862.8862.4862.4861.9862.1862.2tcc861.99861.4862.1862.2862.1859.4856.515"inv=855.92857.0857.8859.8tcc861.92tcc860.50tcc860.87tcc861.19tcc861.57tcc861.80LightPoleSign861.5tcc861.91861.9862.0Cleanout30"inv=854.78860.8860.7860.8861.0861.1861.1tcc861.41tcc861.44tcc861.89861.6861.5861.4860.6861.0861.0861.9861.78861.9tcc861.78tcc861.90862.2862.4862.7862.6862.4862.5862.3862.9861.9861.8861.6861.6861.9862.2862.6862.3862.0861.8861.9862.0861.7861.6862.1861.6860.6867.2867.4869.4870.4870.8861.0861.9861.6tcc862.27Sanitary Manholerim=863.13inv(sw)=851.83inv(n)=851.58inv(e)=851.93861.0861.2860.9861.1862.6862.8Ttped861.8864.0tcc864.39Manholerim=864.04tcc864.09tcc863.76tcc863.27tcc862.91tcc862.48Manholerim=861.95tcc861.85tnh865.07LightPoletcc861.86tcc862.12Signtcc862.47LightPoletcc862.32SignSignLightPoletcc863.14Signtcc863.05VVaultCcpedCcpedCcpedLightPoletcc862.70tcc862.66Hydranttnh=865.75tcc862.45862.0861.9Sign861.6861.6tcc861.82VVaultCcpedCcpedTtpedtcc861.14tcc860.84tcc860.47Catch Basinrim=859.84tcc860.65LightPoleCcpedtcc860.82860.7860.7860.8860.7860.8861.0861.1860.9860.9860.0860.0860.2860.5860.7860.9861.8862.2862.0861.9861.8861.9861.9862.1862.3862.7862.9862.7862.9863.0862.8862.5861.9862.0862.7863.4863.7863.6863.6863.4863.2862.8862.8862.4862.3862.2862.2861.9862.2862.7863.1862.8862.7862.6862.7862.8862.5862.0861.5861.3861.2861.2861.1861.3861.2860.9860.7860.9860.9860.9860.1860.2860.3860.3860.4860.9861.2861.9862.0861.9861.8861.7862.1862.0862.1862.1862.4862.3862.3862.2862.3862.2862.2861.9861.9861.8861.8861.7861.6861.8862.3863.2864.1863.5862.0862.5862.5863.1863.8863.7863.7863.7863.5863.7863.5863.6864.0863.8863.5863.6862.8862.3862.0861.6861.4861.3861.5861.3861.1860.7860.3860.3860.3860.3860.4860.4860.8861.0861.5862.0861.9861.8861.9861.9862.0862.3862.5862.4862.4862.3862.1861.9862.4863.2863.6863.6863.7862.7862.0861.8861.8862.1862.2862.2862.5862.9863.6863.6863.7863.6863.4862.7862.3861.9861.7861.7861.4861.0860.7861.0860.7860.8860.9861.2861.4861.9861.9862.0862.1862.2862.3862.4862.8863.5863.3862.6862.0861.9861.5861.1861.1862.2862.3862.4862.4862.9862.0861.2861.2861.1861.3861.6861.7861.9861.9862.4862.5862.6862.3862.1862.0861.9862.3863.4863.3862.2861.1862.9861.2859.6858.7858.4858.1857.5858.0858.2859.5858.9859.0859.6864.2863.9861.7Sign862.0860.6N 68°30'35" E 287.55S 14°30'49" W 43.08 N 21°29'25" W 271.19S 25°09'39" E 75.89L O T 110N 23°55'07" E 62.34134.55136.6443.57O U T L O T AO U T L O T BB L O C K 126.0QUANTRELLE AVE.24" RCP 8" D IP Wa te rma in8" PVC San i ta ry 12" DIP Watermain10101055TransformerCatch Bas ins L=5 5 . 9 8 R = 3 5 . 0 0 =91 ° 3 8 ' 2 1 "R=175.00=30°35'24" L=93.43L=71.62R=2567.00=01°35'55"C o n c r e t eA p r o ngl=861.38gl=861.11DRAINAGE & UTILITY EASEMENT PER PLATS861.1861.0862.6864.0B16Right of Access line perDoc. No.654372Right of Access line perMNDOT Plat 86-9Real t o r Sign L=19.31R=125.00=08°51'03"L=136.70R=125.00=62°39'35"ManholeC o n c r e t eInv=862.25Inv(n)=859.60Inv(e)= 855.74Inv(w)=855.81Inv(s)=858.81Inv(n)=859.62Inv(s)=859.77Inv(w)=853.95Inv(e)=853.94S i g n Inv(w)=853.79Inv(e)=853.68Inv(n)=855.34Inv(s)=855.34Inv(n)=855.31Inv(s)=855.32C o n c r e t eInv(w)=858.03Inv(e)=858.05Inv=857.92Inv=858.97Inv=857.53Inv=857.34Catch Bas insCatch Bas insCatch BasinsCatch BasinsCatch Basin Catch BasinCatch BasinsInv=858.04Inv=857.89L=5 5 . 9 8 R=3 5 . 0 0 L=14.45R=20.00L=14.45R=20.00L=28.92L=64.51PROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED DRAINAGE AND UTILITY EASEMENTPROPOSED INGRESS & EGRESS EASEMENT(To be created by separate document)Adjoining Owner:YUUYARAQ, LLCEXISTING BUILDINGNo. 9010 Quantrelle Ave.EXIST ING BU I LD INGNo. 16201 90 th S t ree t NEU g - w a t e r m a i nPROPOSED SIDEWALK EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(to be created by separate document)PROPOSED 30' DRAINAGEAND UTILITY EASEMENTPROPOSED 10' DRAINAGEAND UTILITY EASEMENT(TO BE VACATED)PROPOSED TRA IL EASEMENT ( to be c rea ted by sepa ra te documen t ) F:\survey\otsego waterfront east third addition - wright\outlots c and d\01 Surveying - 89980\01 CAD\01 Source\01 Survey Base.dwg 1 OF 1SHEET NO.PROJECT: 89980ADRAWN BY:CHECKED BY:PRELIMINARY PLATARROW COMPANIES7365 Kirkwood Court N, Suite 335Maple Grove, MN 55369GRP Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Prepared this 10th day of November 2022.I certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a duly Licensed land Surveyor under the laws of the State ofMinnesota.FIELD BY:TMFB No:7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comREVISION SUMMARYPROPERTY DESCRIPTIONSURVEY FOR:OTSEGO DEVELOPMENTSADDITIONOFOutlots C and D, OTSEGOWATERFRONT EAST THIRD ADDITION,Wright County, Minnesota.LegendMiscellaneous NotesLegal description and easements per title commitment from CHB Title, LLC as agent for Old RepublicNational Title Insurance Company File No. 55315 dated March 8, 2022Property Address: Unassigned address, Otsego, MN 55330PID No.: 118264000030 (Outlot C) and 118264000040 (Outlot D).Total Area of Parcel = 145,267 sq. ft.Property located in Section 14, Township 121, Range 23, Wright County, Minnesota.Benchmark: MNDOT monument "FIELD MNDT" located about 14 mile south of subject property on the east side of Quantrel Avenue about 200 feet north of the Culdesac.Elevation = 862.59 feet (NAVD29)Underground utility information shown per maps from City of Otsego or markings in the field.Locations are approximate, contact Gopher State One Call prior to any digging. (Dial 311)MN 1MN 2MN 3MN 4MN 5MN 6Engineer:DemarcLand Surveying & Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Jeff Praschphone 763-560-3093e-mail: jeffprasch@demarcinc.comZoning & Development InformationProposed Number of Lots / Outlots = 3Area of proposed: Lot 1, Block 1 = 43,608 sq.ft Outlot A = 38,320 sq.ft Outlot B = 62,086 sq.ft Right-of-Way dedication = 1,253 sq.ftDeveloper:Arrow Companies7365 Kirkwood Court N., Suite 335Maple Grove, MN 55369phone: 763-424-6355Property Owner:Otsego Developments, LLC7365 Kirkwood Court N., Suite 335Maple Grove, MN 55369phone: 763-424-6355Surveyor:DemarcSurveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093e-mail: gregprasch@demarcinc.comPersonnelProperty Currently Zoned: PUD - Planned Unit Development Zoning Ordinance Requirements for PUD: Building Setbacks: 1.The front and side yard restrictions at the periphery of the planned unit development conditionaluse permit site at a minimum shall be the same as those imposed in the base zoning districts. APUD Zoning District shall, at minimum, have a thirty foot (30') front yard setback and ten foot (10')side yard setback. As appropriate, the City may increase these standards. Building Standards: 1. No building shall be located less than fifteen feet (15') from the back of the curb line along thoseroadways which are part of the internal street system Planned Unit Developments subject to plan approval by the City of Otsego. For further informationcontact:Planning DepartmentCity of Otsego City Hall13400 90th Street NeOtsego, MN 55330phone: 763-441-4414e-mail: ddl@PlanningCo.comSCALE IN FEET0603090Denotes Found Iron MonumentDenotes Iron Monument SetBollardLightPower PoleSanitary ManholeStorm ManholeWater ManholeCatch BasinCommunication Pedestal RiserTelephone Pedestal RisertpedcpedVVault3' X 2' VaultFire HydrantGas MainUnderground CommunicationsUnderground ElectricSanitary SewerStorm SewerWatermainOverhead Wires1/5/2023 City Eng. comments1/24/23 prop trail & sidewalk easement N 66°28'42" E 386 .68S 25°09'39" E 102.6371.7862.33S 68°30'35" W 284.21N 26°31'25" W 116.91N 37°35'23" W 101.27S 66°28'42" W 87.43N 23°31'18" WN 23°55'07" E5.00S 83°19'43" WL O T 1O U T L O T AO U T L O T BB L O C K 1QUANTRELLE AVE.N 68°30'35" E 287.55N 21°29'25" W 271.19S 25°09'39" E 75.89N14°30'49"E 43.1273.3443.57134.55136.64208.48168.20S 12°56'54" E 127.92S 74°52'42 " W S 05°18'04" E 11.3 1N68°30 '35 "E N 68 °09 '37 " E 171 .46S 18°08'20" E 94.99S 22°50'51" E 140.3240.58S 34°58'36" E 106.88S 35°14'39" E 290.5916.2147.3711.904.4440.4851.7758.5332.00S 22°50'51" E5555555551515 151555 5011011050 50N 19°11'3 7 " E L=5 5 . 9 8 R = 3 5 . 0 0 =91 ° 3 8 ' 2 1 "R=175.00=30°35'24" L=93.43L=71.62R=2567.00=01°35'55"L=14.45R=20.00=41°24'35"L=14.45R=20.00=41°24'35"L=5 5 . 9 8 R=3 5 . 0 0 =91 ° 3 8 ' 2 1 "L=28.92=09°28'09"L=64.51=21°07'10"L=156.01R=125.00=71°30'34"L=58.13=26°38'41"CappedNo. 22035DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE &UTILITYEASEMENTL=18.31STATE HWY No. 101MISSISSIPPI RIVERSW 1 / 4 NW 1 / 4 NE 1 / 4 SE 1 / 4SW1/4SITESEC 15SEC 14SHERBURNE COUNTYF:\survey\otsego waterfront east third addition - wright\outlots c and d\01 Surveying - 89980\01 CAD\01 Source\05 Final Plat.dwg CITY COUNCIL, CITY OF OTSEGO, MINNESOTAThis plat of OTSEGO DEVELOPMENTS ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meeting thereof held this______ day of________________, 20_____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By ____________________________________________, Mayor By _______________________________________, City AdministratorWRIGHT COUNTY SURVEYORI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of _________________________, 20_______. _________________________________________ Wright County SurveyorWRIGHT COUNTY LAND RECORDSPursuant to Minnesota Statutes, Section 505.021, Subd. 9 taxes payable for the year 20_______ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section272.12, there are no delinquenttaxes and transfer entered this ______ day of __________________________, 20_______. _________________________________________ Wright County Land Records AdministratorWRIGHT COUNTY RECORDERI hereby certify that this instrument was filed in the office of the County Recorder for record on this _____ day of _________________________, 20_____, at ________o'clock _____.M. and wasdulyrecorded in Cabinet No. __________________________, Sleeve __________________________, as Document No. _____________________________. _______________________________________ Wright County RecorderKNOW ALL PERSONS BY THESE PRESENTS: That Otsego Developments LLC, a Minnesota limited liability company, owner, of the following described property situated in the County of Wright,State of Minnesota, to wit: Outlots C and D, OTSEGO WATERFRONT EAST THIRD ADDITION, Wright County, Minnesota.Has caused the same to be surveyed and platted as OTSEGO DEVELOPMENTS ADDITION and does hereby dedicate to the public for public use the public ways and drainage and utility easements ascreated by this plat.In witness whereof said Otsego Developments LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this_____ day of __________________________,20____.Otsego Developments LLC By _____________________________________________ , ________________________________________ (signature) (title)STATE OF MINNESOTACOUNTY OF ________________This instrument was acknowledged before me this ______ day of ___________________, 20____, by _____________________, President of Otsego Developments LLC, a Minnesota limited liabilitycompany, on behalf of the company. __________________________________________ ________________________________________________ (Signature) (Printed name) Notary Public,_______________________ County, Minnesota My Commission Expires___________________I Gregory R. Prasch do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correctrepresentation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within oneyear; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shownand labeled on this plat.Dated this ____________day of ____________________, 20 ______. ______________________________________ Gregory R. Prasch, Licensed Land Surveyor Minnesota License No. 24992STATE OF MINNESOTACOUNTY OF HENNEPINThe foregoing Surveyor's Certificate was acknowledged before me on this ______ day of ___________________, 20____, by Gregory R. Prasch, Land Surveyor, Minnesota License No. 24992. __________________________________________ ________________________________________________ (Signature) (Printed name) Notary Public,_______________________ County, Minnesota My Commission Expires___________________OTSEGO DEVELOPMENTS ADDITION BEARING ORIENTATION:THE WEST LINE OF OUTLOT D, OTSEGOWATERFRONT EAST THIRD ADDITION ISASSUMED TO BEAR NORTH 66°28'42" EASTSec. 14 & 15, Twp. 121, R. 24DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENTSET AND MARKED BY LICENSE NUMBER 24992.DENOTES FOUND 1/2 INCH OPEN END IRON PIPEMONUMENT UNLESS OTHERWISE NOTED.Vicinity MapNo ScaleSCALE IN FEET080401201 INCH = 40 FEETCITY REVIEW7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.com 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2023-11 APPROVING VACATION OF EXISTING DRAINAGE AND UTILITY EASEMENTS WITHIN THE PLAT OF OTSEGO WATERFRONT EAST 3RD ADDITION WHEREAS, Arrow Companies, Inc. has initiated a request for vacation of existing drainage and utility easements dedicated over Outlots C and D, Otsego Waterfront East 3rd Addition; and, WHEREAS, the City Engineer has reviewed the request and determined that the existing drainage and utility easements are unnecessary for public purposes upon recording a final plat for Otsego Developments Addition; and, WHEREAS, the Planning Commission held a public hearing at their regular meeting on 3 January 2023 to consider the vacation, preceded by required published and mailed legal notice; and, WHEREAS, the Planning Commission heard all parties interested therein, closed the public hearing and voted 4-0 to recommend the City Council approve the vacation request; and, WHEREAS, the Request for Council Action dated 6 February 2023 prepared by the City Planner, The Planning Company LLC, is incorporated herein; and, WHEREAS, the City Council having considered all information received finds that the existing drainage and utility easements serve no useful public purpose and vacating the existing drainage and utility easements would be in the public interest; and, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA: 1. That the existing drainage and utility easements dedicated over Outlots C and D, Otsego Waterfront East 3rd Addition are hereby vacated. 2. The vacation shall be effective upon recording a final plat for Otsego Developments Addition. 3. The City Council hereby determines that the vacation of said existing right-of-way and drainage and utility easements shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. 2 MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 13th day of February, 2023. CITY OF OTSEGO BY:______________________________ Jessica L. Stockamp, Mayor ATTEST:______________________________ Audra Etzel, City Clerk 3 EXHIBIT A EASEMENT DESCRIPTION A permanent easement for drainage and utility purposes over, under and across part of the following described property That part of the Northeast Quarter of the Northwest Quarter of the Northwest Quart of Section 30, Township 121, Range 23, Wright County, Minnesota described as follows: Commencing at the northeast corner of said Northeast Quarter of the Northwest Quarter of the Northwest Corner; thence west along the north line thereof, a distance of 233.05 feet to the actual point of beginning of the tract of land to be described, thence southwesterly deflecting left 80 degrees 48 minutes 00 seconds, a distance of 324.77 feet; thence west parallel with the north line of said Northeast Quarter of the Northwest Quarter of the Northwest Quarter, a distance of 104.07 feet, thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter of the Northwest Quarter, a distance of 338.71 feet to the south line thereof; thence west along said south line, a distance of 286.76 feet to the southwest corner of said Northeast Quarter of the Northwest Quarter of the Northwest Quarter, thence east along the north line thereof, a distance of 447.47 feet to the point of beginning. Said permanent easement is described as follows. Commencing at the northeast corner of said Northeast Quarter of the Northwest Quarter of the Northwest Quarter; thence North 89 degrees 19 minutes 14 seconds West, assumed bearing along the north line of said Northeast Quarter of the Northwest Quarter of the Northwest Quarter a distance of 264.23 feet to the point of beginning of the easement to be described, thence South 00 degrees 40 minutes 46 seconds West a distance of 33.00 feet; thence South 62 degrees 31 minutes 59 seconds West a distance of 35.82 feet; thence North 27 degrees 28 minutes 01 seconds West a distance of 19.00 feet; thence North 27 degrees 28 minutes 01 seconds West a distance of 33.00 feet to the north line of said Northeast Quarter of the Northwest Quarter of the Northwest Quarter; thence South 89 degrees 19 minutes 14 seconds East along said north line of a distance of 40.29 feet to the point of beginning. v2-6Feb23 1 PRELIMINARY/FINAL PLAT PUD DEVELOPMENT STAGE PLAN FINDINGS OF FACT & DECISION APPLICANT: Arrow Companies, Inc. APPLICATION: Request for approval of a preliminary plat, final plat, and PUD Development Stage Plan for Waterfront Commons. CITY COUNCIL MEETING: 13 February 2023 FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the property is Outlots C and D, Otsego Waterfront East 3rd Addition. B. The property lies within the East Sewer District and is guided commercial land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned PUD, Planned Unit Development District in accordance with the Ordinance approved by the City Council on 10 November 2003. D. The applicant is proposing a preliminary and final plat of one lot and two outlots and a PUD Development Stage Plan. E. The Planning Commission and City Council must take into consideration the possible effects of the request with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2012 Comprehensive Plan guides the subject site for commercial uses as part of the City’s primary retail, service, and office district located adjacent to the TH 101 and CSAH 39 interchange. The Phase 1 building will provide opportunity for an eye clinic to locate in Otsego, as well as space for two potential additional retail or service buildings expanding overall commercial building space within the City. The proposed land uses are consistent with the Future Land Use Plan and providing opportunity for business expansion is consistent with the economic development policies adopted as part of the Comprehensive Plan. v2-6Feb23 2 2. The proposed use's compatibility with present and future land uses of the area. Finding: Surrounding uses consist of medical and professional offices, a restaurant, and senior housing. Vacant lots and outlots north and south of the subject site available for additional development of similar uses. The proposed PUD Development Stage Plan for the subject site will be compatible with existing and planned land uses within Otsego Waterfront East. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed development complies with the requirements of the Zoning Ordinance and Subdivision Ordinance, except as modified by the PUD Development Stage Plan in a manner consistent with the intent of the underlying regulation. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: Quantrelle Avenue and 90th Street have adequate capacity to accommodate the Phase 1 construction of the proposed development. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The subject site is within the East Sewer District where the City has planned for development and has capacity to provide required services. F. The planning reports dated 27 December 2022 and 6 February 2023 prepared by the City Planner, The Planning Company LLC, are incorporated herein. G. The engineering review dated January 2, 2023 prepared by the City Engineer, Hakanson Anderson, Inc. is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 3 January 2022 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 4-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Any mechanical equipment mounted on the roof of the buildings shall be screened by the parapet or other measures so as not to be visible from 90th Street and Quantrelle Avenue, subject to review and approval of the Zoning Administrator prior to issuance of a building permit. 3. An ingress/egress and cross parking easement subject to review and approval of the Zoning Administrator shall be recorded over Lot 1, Block 1, Outlot A, and Outlot B concurrent with recording of the final plat. v2-6Feb23 3 4. The right turn lane for Quantrelle Avenue shall be constructed with final platting of Outlot B if determined necessary by the City Engineer based on existing traffic volumes and intersection functionality at that time. 5. Sidewalks: a. A five-foot-wide concrete sidewalk shall be constructed within the subject site providing pedestrian access to 90th Street at such time as Outlot and/or Outlot B are final platted and developed. b. A five-foot-wide concrete sidewalk shall be constructed adjacent to Quantrelle Avenue between 90th Street and the north plat line at such time as Outlot B is final platted. 6. The construction specifications for the off-street parking area shall be subject to review and approval of the City Engineer. 7. Landscaping: a. A row of tall growing native grass clumps shall be planted along the north wall principal building, subject to review and approval of the Zoning Administrator. b. An in-ground irrigation system for all yards and planting areas within Lot 1, Block 1 shall be required in compliance with Section 5-2-3.C.2 of the City Code. 8. Lot 1, Block 1; Outlot A; and Outlot B shall be allowed the following signs, except as may be amended by future PUD Development Stage Plan approvals: a. Freestanding signs: (1) One freestanding sign not to exceed 320 square feet in area and a height not to exceed 70 feet or 20 feet above the centerline elevation of TH 101 measured perpendicular to the sign location, whichever is less. (2) One freestanding sign not to exceed 64 square feet in area or 15 feet in height at each driveway access to 90th Street and Quantrelle Avenue. (3) All freestanding signs shall be setback 10 feet from perimeter property lines. b. Wall signs: (1) The total area of all wall signs shall not exceed 15 percent of the wall area of the principal building. (2) The area of individual wall signs shall not exceed 100 square feet. (3) Wall signs shall be allowed on all building elevations. v2-6Feb23 4 9. All grading, drainage, and erosion control plans shall be subject to review and approval of the City Engineer. 10. All utility plans shall be subject to review and approval of the City Engineer. 11. The developer shall pay Utility Availability Charges for Lot 1, Block 1 in accordance with the City Code and current fee schedule in effect at the time of final plat approval. 12. The developer shall receive a credit to Utility Availability Charges of $18,387 for the net area of drainage and utility easement dedicated for existing trunk sewer and water pipes within the subject site. 13. All drainage and utility easements shall be subject to review and approval of the City Engineer. 14. A temporary drainage and utility easements be dedicated over Outlot A and Outlot B to expire upon approval of a final plat. 15. Prior to City Council approval of a final plat, the property owner shall execute a development contract as required by Section 10-10-4.A of the Subdivision Ordinance and the developer shall execute a Site Improvement Performance Agreement as required by Section 11-9-7 of the Zoning Ordinance, subject to review by the City Attorney and approval of the City Council. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 13th day of February, 2023. CITY OF OTSEGO By:________________________________ Jessica L. Stockamp, Mayor Attest: By:____________________________ Audra Etzel, City Clerk 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2023-12 APPROVING A DEVELOPMENT CONTRACT FOR OTSEGO DEVELOPMENTS ADDITION WHEREAS, Otsego Developments, LLC (the “owner”) is proposing subdivision of Outlots C and D, Otsego Waterfront East Third Addition; and WHEREAS, a final plat for the development was approved on 13 February 2023 by the City Council; and WHEREAS, Section 10-10-4.A of the Subdivision Ordinance requires the developer to enter into a development contract to provide the City construction and warranty securities for the public and private improvements and to provide the City various remedies in the event that the developer breaches the terms and conditions of said agreement; and WHEREAS, those obligations are outlined and memorialized in the attached Development Contract. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT: 1. The Development Contract attached hereto between the City of Otsego and Otsego Developments, LLC is hereby approved in form subject to modification of fees, charges, and securities as approved by City staff. 2. The Mayor and City Clerk are hereby authorized to execute the Development Contract on behalf of the City of Otsego. 2 MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 13th day of February, 2023. CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk 1 225063v4 Otsego Developments Addition (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) OTSEGO DEVELOPMENTS ADDITION CONTRACT dated ____________________, 2023, by and between the CITY OF OTSEGO, a Minnesota municipal corporation (“City”), and OTSEGO DEVELOPMENTS, LLC, a Minnesota limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for OTSEGO DEVELOPMENTS ADDITION (referred to in this Contract as the "plat"). The land is situated in the County of Wright, State of Minnesota, and is legally described as: Outlots C and D, Otsego Waterfront East Third Addition, Wright County, Minnesota, according to the recorded plat thereof. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City Engineer following approval of a preliminary plat by the City Council, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been 2 225063v4 Otsego Developments Addition satisfied: 1) this contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the necessary insurance for the Developer and its construction contractors has been received by the City, and 4) the plat has been filed with the Wright County Recorder or Registrar of Titles’ office. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks and outlots, within two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City’s Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. The plans may be prepared, subject to the City Engineer’s approval, after entering the Contract, but before commencement of any work in the plat. The City Engineer may approve minor amendments to Plans without City Council approval. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: 3 225063v4 Otsego Developments Addition Plan A - Plat 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Setting of Iron Monuments B. Surveying and Staking The improvements shall be installed in accordance with the City subdivision ordinance. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer ’s surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Wright County for County Road Access and Work in County Rights-of-Way B. MnDot for State Highway Access C. MnDot for Work in Right-of-Way D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering H. City of Otsego for Building Permits, Retaining Walls, Irrigation I. MDH for water permits J. MPCA for sewer extension 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to 4 225063v4 Otsego Developments Addition perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by September 30, 2023. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. LATERAL TRUNK AND SANITARY SEWER. The Developer of Lot 1, Block 1 shall pay to the City the required sanitary sewer availability charges at the time a Planned Unit Development Stage Plan is approved and Site Improvement Performance Agreement is executed. The sewer availability charges shall be calculated according to Section 8-1-6-B of City Code including 3.5 RECs per gross acre for commercial, industrial, or institutional uses based on the fee schedule then in effect. The Developer shall receive a payment in the amount of $9,193.50 for one-half of the net area of the drainage and utility easement being dedicated for relocation of existing trunk sanitary sewer within the subject site calculated as follows: New Easement Dedicated: 10,400sf. x $6.81/sf. x 50% = $35,412.00 Existing Easement Vacated: 5,000sf. x $6.81/sf. x 50% = $17,025.00 Total Credit: $18,387.00 SAC Credit: $18,387.00/2 = $ 9,193.50 15. LATERAL AND TRUNK WATERMAIN. The Developer of Lot 1, Block 1 shall pay to the City the required water availability charges at the time a Planned Unit Development Stage Plan is approved and Site Improvement Performance Agreement is executed. The water availability charges shall be calculated according to Section 8-1-6-B of City Code including 3.5 RECs per gross acre for commercial, industrial, or institutional uses based on the fee schedule then in effect. 5 225063v4 Otsego Developments Addition The Developer shall receive a payment in the amount of 9,193.50 for one-half of the net area of the drainage and utility easement being dedicated for existing trunk watermain within the subject site calculated as follows: New Easement Dedicated: 10,400sf. x $6.81/sf. x 50% = $35,412.00 Existing Easement Vacated: 5,000sf. x $6.81/sf. x 50% = $17,025.00 Total Credit: $18,387.00 WAC Credit: $18,387.00/2 = $ 9,193.50 16. SEWER CONNECTION CHARGE AND WATER CONNECTION CHARGE. The Developer shall pay to the City required water and sewer connection charges. The water and sewer connection charges shall be collected per Section 8-1-6-C of City Code for all uses and must be paid prior to the issuance of a building permit based on the fee schedule in effect at the time of application for the building permit. 17. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access the subdivision as approved by the City Engineer. 18. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the conditions listed in the Findings of Fact approved by the City Council on February 13, 2023. B. The Developer shall install a five-foot wide concrete sidewalk within the subject site providing pedestrian access to 90th Street at such time as Outlots A and/or B are final platted and developed. C. The Developer shall install a five-foot wide concrete sidewalk adjacent to Quantrelle Avenue between 90th Street and the north plat line at such time as Outlot B is final platted. D. The Developer shall construct the right turn lane for Quantrelle Avenue with the platting of Outlot B if it is determined to be necessary by the City Engineer based on estimated traffic generated by the development and existing traffic volumes and intersection functionality at that time. 6 225063v4 Otsego Developments Addition E. All grading, drainage and erosion control plans shall be subject to review and approval by the City Engineer. F. All utility plans shall be subject to review and approval of the City Engineer. G. All drainage and utility easements shall be subject to review and approval of the City Engineer. H. The Developer shall grant to the City temporary drainage and utility easements over the entirety of Outlots A and B in a form approved by the City expiring at such time as Outlots A and B are platted into lots and blocks. I. The Developer shall enter into a reciprocal access and cross parking easement in a form approved by the City over Lot 1, Block 1, Outlot A, and Outlot B to be recorded concurrent with the final plat. J. The Developer shall be permitted to install the following signs, for Lot 1, Block 1, Outlot A, and Outlot B, except as may be amended by future PUD Development Stage Plan approvals. a. Free Standing Signs: (1.) One free standing sign not to exceed 320 square feet in area and a height not to exceed 70 feet or 20 feet above the centerline elevation of TH 101 measured perpendicular to the sign location, whichever is less. (2.) One free standing sign not to exceed 64 square feet in area or 15 feet in height at each driveway access to 90th Street and Quantrelle Avenue. (3.) All free standing signs shall be setback 10 feet from the perimeter of property lines. 7 225063v4 Otsego Developments Addition b. Wall Signs: (1.) The total area of all wall signs shall not exceed 15 percent of the wall area of the principal building. (2.) The area of individual wall signs shall not exceed 100 square feet. (3.) Wall signs shall be allowed on all building elevations. K. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. L. The Developer shall provide a cash escrow for the preparation of record construction drawings, GIS, and City base map updating. This fee is $2,000.00 per lot for a total charge of $2,000.00. M. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. 19. CONSTRUCTION ADMINISTRATION AND FEES FOR CITY SERVICES. The Developer shall pay a fee for consulting engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services, which are estimated to be three percent (3%) of the estimated construction cost of the Improvements to be inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time observation, as 8 225063v4 Otsego Developments Addition determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection, which are estimated to be five percent (5%) of the estimated construction cost of the Improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. Any amounts for engineering administration not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred (with any excess funds, if any, returned to Developer as indicated in this Contract), City Administrative Fee (a flat fee due upon execution of this Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this Agreement), and shall be as stated by the Financial Summary. This escrow amount shall be submitted to the City prior to the City executing this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of this Agreement. Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. All other amounts listed as flat fees are non-refundable and available immediately for City use when posted. 20. SECURITY. To ensure compliance with the terms of this Contract, and construction of all public improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount as required under this Contract. The security amount shall be one hundred twenty five (125) percent of the City Engineer’s estimated cost of all public improvements and/or private improvements required by the 9 225063v4 Otsego Developments Addition Subdivision Ordinance or Zoning Ordinance. The Developer shall provide an additional security equal to six and one-half (6.5%) of the estimated cost of the required public and/or private improvements for use by the City for the purpose of assuming responsibility for design, bidding, and construction administration of the required improvement in the event of a default by the Developer as provided for by this contract. The issuer and form of the security (other than cash escrow) shall be subject to City approval in its reasonable discretion. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall have the ability to draw on the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall contain an automatic renewal provision and shall not expire until all the Development is complete and fully and finally accepted by the City, and all terms of this Contract are satisfied. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval not to be unreasonably withheld or delayed, the security shall be reduced from time to time in proportion to the work completed, but not below ten (10) percent which is the amount of the warranty security. For purposes of this Section, the warranty period shall be a twelve (12) month period after the applicable work has been completed, except with respect to streets, for which the warranty period shall be two years as addressed elsewhere in this Contract. This security amount shall be submitted to the City prior to execution of the Contract. All administrative and legal fees related to plan review, drafting of this Contract and any other necessary items shall be paid to the City prior to execution of the Contract. Upon completion of the work contemplated hereunder and expiration of the warranty period, the remaining security shall be promptly released to Developer. 10 225063v4 Otsego Developments Addition 21. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above is calculated as follows: ESCROW A. City Legal Expenses ($1,500 Minimum)) $1,500.00 B. City Construction Observation ($10,000.00 Minimum) 10,000.00 C. GIS Data Entry Fee 2,000.00 ESCROW TOTAL $13,500.00 This breakdown is not a restriction on the use of the security. 22. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final Plat: A. City Administrative ($1,500.00 Minimum) $1,500.00 TOTAL CASH REQUIREMENTS $1,500.00 23. DEVELOPMENT CREDITS. The following is a summary of Developer credits from the City: A. Trunk Sanitary Sewer $9,193.00 B. Trunk Watermain 9,193.00 TOTAL DEVELOPMENT CREDITS $18,387.00 24. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat 11 225063v4 Otsego Developments Addition approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the security for the development. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 25. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 12 225063v4 Otsego Developments Addition 26. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any building permits. F. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connections or inspections may be conducted and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 13 225063v4 Otsego Developments Addition H. This Contract shall run with the land and may be recorded against the title to the property. In the event this Contract is recorded, upon request by Developer, the City covenants to provide a recordable Certificate of Completion within a reasonable period of time following the request, upon the completion of the work and responsibilities required herein, payment of all costs and fees required and compliance with all terms of the Contract. A release of this Contract may be provided in the same manner and subject to the same conditions as a Certificate of Completion provided there are no outstanding or ongoing obligations of Developer under the terms of this Contract. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Insurance. Prior to execution of the final plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has finally accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: 14 225063v4 Otsego Developments Addition Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: • $500,000 – Bodily Injury by Disease per employee • $500,000 – Bodily Injury by Disease aggregate • $500,000 – Bodily Injury by Accident The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the plat. A copy of the endorsement must be submitted with the certificate of insurance. Developer’s and general contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. 15 225063v4 Otsego Developments Addition J. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer’s negligence or its performance or failure to perform its obligations under this Contract. Developer’s indemnification obligation shall apply to Developer’s general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it, until the City’s issuance of a Certificate of Completion and Release. M. Retaining walls over four feet in height shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans and by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. All retaining walls must comply with the City’s engineering manual and the City’s zoning ordinance. 16 225063v4 Otsego Developments Addition N. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 27. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 2550 Blaisdell Avenue South, Minneapolis, Minnesota 55404. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Otsego City Hall, 13400 90th Street NE, Otsego, Minnesota 55330. [The remainder of this page has been intentionally left blank. Signature pages follow.] 17 225063v4 Otsego Developments Addition CITY OF OTSEGO BY: ___________________________________________ Jessica L. Stockamp, Mayor (SEAL) AND __________________________________________ Audra Etzel, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2023, by Jessica L. Stockamp and by Audra Etzel, the Mayor and City Clerk of the City of Otsego, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ NOTARY PUBLIC 18 225063v4 Otsego Developments Addition DEVELOPER: OTSEGO DEVELOPMENTS, LLC BY: ___________________________________________ Its STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2023, by __________________________________ the ____________________________________ of Otsego Developments, LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 DSK/smt 19 225063v4 Otsego Developments Addition MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT FIRST BANK ELK RIVER, a Minnesota banking corporation, formerly known as, THE FIRST NATIONAL BANK OF ELK RIVER, which holds: 1. A mortgage executed by Otsego Developments, LLC, a Minnesota limited liability company dated October 11, 2016 and filed October 19, 2016 with the office of the County Recorder, Wright County, Minnesota as Abstract Document No. A1327512; 2. Modification of Mortgage filed May 7, 2018 with the office of the County Recorder, Wright County, Minnesota as Abstract Document No. A1369567; 3. Modification of Mortgage filed May 6, 2019 with the office of the County Recorder, Wright County, Minnesota as Abstract Document No. A1394961; 4. Modification of Mortgage filed May 21, 2020 with the office of the County Recorder, Wright County, Minnesota as Abstract Document No. A1427230; 5. Modification of Mortgage filed May 24, 2021 with the office of the County Recorder, Wright County, Minnesota as Abstract Document No. A1471269; on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2023. [Remainder of page is intentionally left blank. Signature page is to follow.] 20 225063v4 Otsego Developments Addition FIRST BANK ELK RIVER By: _________________________ [print name] Its _____________________ [title] STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2023, by ___________________________, the _________________________________________ of First Bank Elk River, a Minnesota banking corporation, formerly known as, The First National Bank of Elk River, on behalf of said entity. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 DSK/smt 21 225063v4 Otsego Developments Addition [BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Otsego City Hall 13400 90th Street NE Otsego, Minnesota 55330 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____, of (Name of Bank) "; b) Be signed by the City Administrator or Finance Director of the City of Otsego. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2_____. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the B ank delivers written notice to the Otsego Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty - five (45) days prior to the next annual renewal date addressed as follows: Otsego Finance Director, Otsego City Hall, 13400 90th Street NE, Otsego, MN 55330, and is actually received by the Finance Director at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. [NAME OF BANK] BY: ____________________________________ Its ______________________________ 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2023-13 APPROVING A SITE IMPROVEMENT PERFORMANCE AGREEMENT FOR WATERFRONT COMMONS I WHEREAS, Waterfront Commons I, LLC (the “developer”) is proposing development of Lot 1, Block 1, Otsego Developments Addition; and WHEREAS, a PUD Development Stage Plan for the development was approved on 13 February 2023 by the City Council; and WHEREAS, Section 11-9-7 of the Zoning Ordinance requires the developer to enter into a Site Improvement Performance Agreement to provide the City construction and warranty securities for the public and private improvements and to provide the City various remedies in the event that the developer breaches the terms and conditions of said agreement; and WHEREAS, those obligations are outlined and memorialized in the attached Site Improvement Performance Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT: 1. The Site Improvement Performance Agreement attached hereto between the City of Otsego and Waterfront Commons I, LLC is hereby approved in form subject to modification of fees, charges, and securities as approved by City staff. 2. The Mayor and City Clerk are hereby authorized to execute the Site Improvement Performance Agreement on behalf of the City of Otsego. 2 MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 13th day of February, 2023. CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk 1 225108v3 Lot 1, Block 1, Otsego Developments Addition (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT (LOT 1, BLOCK 1, OTSEGO DEVELOPMENTS ADDITION) THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated ____________________, 2023, by and between the CITY OF OTSEGO, a Minnesota municipal corporation (“City”) and WATERFRONT COMMONS I, LLC, a Minnesota limited liability company (the “Developer”). 1. BACKGROUND. A. The Developer has submitted to the City a site plan and conditional use permit application for property in the City of Otsego, Minnesota, legally described as Lot 1, Block 1, Otsego Developments Addition, Wright County, Minnesota according to the recorded plat thereof (hereinafter referred to as the “Subject Property”). B. The development of the above described property includes the construction of a 7,415 square foot principal building, with a medical office tenant and convenience food restaurant and drive through tenant. 2. CONDITIONS OF APPROVAL. This Agreement is a condition of City site plan approval and will be recorded against the Subject Property. 2 225108v3 Lot 1, Block 1, Otsego Developments Addition 3. PLANS. The Subject Property shall be developed in accordance with the following plans which are on file with the City. The plans shall not be attached to this Agreement. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A – Site Plan Plan B – Grading and Drainage and Erosion Control Plan Plan C – Plans and Specifications for Public Improvements Plan D – Street Lighting Plan Plan E – Utility Plan Plan F – Landscape Plan Plan G – New Building Floor Plan Plan H – New Building Elevations Plan Plan I – Lighting Photometric Plan Plan J – Traffic Control Plan No work can occur outside of the areas indicated on the plans without modifying this Agreement or obtaining a separate grading permit. 4. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking 3 225108v3 Lot 1, Block 1, Otsego Developments Addition K. Sidewalks and Trails L. Retaining Walls M. Landscaping The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utility and street construction; and any other ordinances including Chapter 6 of the City Code concerning erosion and sediment control. The Developer shall submit plans and specifications which have been prepared by a competent Minnesota registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as-constructed” plans and an electronic file of the “as-constructed” plans in an AutoCAD .DWG file or a .DXF file, all prepared in accordance with City standards. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer ’s surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 5. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals 4 225108v3 Lot 1, Block 1, Otsego Developments Addition have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 6. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Wright County for County Road Access and Work in County Rights-of-Way B. MnDot for State Highway Access C. MnDot for Work in Right-of-Way D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering H. City of Otsego for Building Permits, Retaining Walls, Irrigation I. MDH for water permits J. MPCA for sewer extension 7. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 8. TIME OF PERFORMANCE. The Developer shall install all required public improvements by September 30, 2023. 9. STREETS. The Developer agrees to maintain the streets within the Plat until the base course bituminous surfacing has been accepted by the City. Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the Developer and draw from the Developer’s letter of credit. The warranty period shall not commence until such time as street construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty period set forth above commences upon the date on which the City accepts the streets by resolution. 5 225108v3 Lot 1, Block 1, Otsego Developments Addition Streets indicates any work within the public right of way that touches or impacts City streets. Developer agrees to provide proper temporary traffic control signage and maintain traffic on Quantrelle Avenue and 90th Street during construction of entrances and sidewalks associated with the Development. Developer shall complete all necessary street patching and curbing replacement prior to September 1, 2023. If Developer fails to complete all necessary street patching and curbing replacement prior to September 1, 2023, the City shall have the ability to draw on the security provided by the Developer to complete this work. 10. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 11. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City’s current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 12. GRADING. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan “B”. The plan shall conform to City of Otsego specifications. Within thirty (30) 6 225108v3 Lot 1, Block 1, Otsego Developments Addition days after completion of the grading and before the City approves individual building permits (except three (3) model home permits on lots acceptable to the Building Official), the Developer shall provide the City with an “as-constructed” grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The “as-constructed” plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and house pads, and all other items listed in City Code. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with house footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of building permits. Before a building permit is issued, a cash escrow shall be furnished to the City in accordance with the City’s current fee schedule to guarantee compliance with the erosion control and grading requirements and the submittal of an as-built certificate of survey. Prior to the release of the required individual lot grading and erosion control security that is submitted with the building permit, an as-built certificate of survey for single family lots must be submitted to verify that the final as-built grades and elevations of the specific lot and all building setbacks are consistent with the approved grading plan for the development, and amendments thereto as approved by the City Engineer, and that all required property monuments are in place. If the final grading, erosion control and as-built survey is not timely completed, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as-built survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. 7 225108v3 Lot 1, Block 1, Otsego Developments Addition A certified as-built building pad survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. The Developer shall post a security for site grading, erosion and sediment control and wetland protection in the amount of $5,040.00 which is due upon execution of this Site Improvement Performance Agreement. 13. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 14. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the improvements lying within public easements shall become City property without further notice or action. 15. LATERAL STORM SEWER. The Developer shall post a security for lateral storm sewer in the amount of $68,795.00 which is due upon execution of this Site Improvement Performance Agreement. 16. LATERAL TRUNK AND SANITARY SEWER. The Developer shall pay to the City the required sanitary sewer availability charges. The sewer availability charges shall be collected according to Section 8-1-6-B of City Code including 3.5 RECs per gross acre for commercial, industrial, or institutional uses. The Developer shall pay a cash fee in the amount of $10,683.24 for the Sewer Availability Charge (“SAC”) upon execution of this Site Improvement Performance Agreement which is calculated as follows: 1.0011 Gross Acre X 3.5 RECs/Gross Acre X 3.049/REC = $10,683.24 17. LATERAL AND TRUNK WATERMAIN. The Developer shall pay to the City required water connection charges. The water connection charges shall be collected per Section 8-1-6-C of City Code for all uses and must be paid prior to the issuance of a building permit based on the fee schedule in effect at the time of application for the building permit. 8 225108v3 Lot 1, Block 1, Otsego Developments Addition The Developer shall pay a cash fee in the amount of $7,456.19 for the Water Availability Charge (“WAC”) upon execution of this Site Improvement Performance Agreement which is calculated as follows: 1.0011 Gross Acre X 3.5 RECs/Gross Acre X $2,128.00/REC = $7,456.19 18. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access the subdivision as approved by the City Engineer. 19. WETLAND, STREET, AND TRAFFIC CONTROL SIGNS. The Developer shall pay to the City $1,500.00 upon execution of this Site Improvement Performance Agreement for installation of wetland, street, and traffic control signs. The fee is calculated as follows: 6 signs X 250.00/Sign = $1,500.00 20. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $24,370.00 landscaping security upon execution of this Site Improvement Performance Agreement to ensure that the landscaping is installed in accordance with the approved plan. The Developer shall revise the landscape plan to provide for planting a row of tall growing native grass clumps along the north wall of the principal building, subject to review and approval of the Zoning Administrator. The Developer shall install an in-ground irrigation system for all yards and planting areas within Lot 1, Block 1, in compliance with Section 5-2-3.C.2 of the City Code. 21. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. All grading, drainage and erosion control plans shall be subject to review and approval by the City Engineer. B. All utility plans shall be subject to review and approval of the City Engineer. C. The Developer shall pay Utility Availability Charges for Lot 1, Block 1, in accordance with the City Code and current fee schedule in effect at the time of final plat approval. D. All drainage and utility easements shall be subject to review and approval of the City Engineer. 9 225108v3 Lot 1, Block 1, Otsego Developments Addition E. The Developer shall be permitted to install the following signs, for Lot 1, Block 1, Outlot A, and Outlot B, except as may be amended by future PUD Development Stage Plan approvals. a. Free Standing Signs: (1.) One free standing sign not to exceed 320 square feet in area and a height not to exceed 70 feet or 20 feet above the centerline elevation of TH 101 measured perpendicular to the sign location, whichever is less. (2.) One free standing sign not to exceed 64 square feet in area or 15 feet in height at each driveway access to 90th Street and Quantrelle Avenue. (3.) All free standing signs shall be setback 10 feet from the perimeter of property lines. b. Wall Signs: (1.) The total area of all wall signs shall not exceed 15 percent of the wall area of the principal building. (2.) The area of individual wall signs shall not exceed 100 square feet. (3.) Wall signs shall be allowed on all building elevations. 22. CONSTRUCTION ADMINISTRATION AND FEES FOR CITY SERVICES. The Developer shall pay a fee for consulting engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services, which are estimated to be three percent (3%) of the estimated construction cost of the Improvements to be inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time observation, as determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection, which are estimated to be five percent (5%) of the estimated construction cost of the Improvements to be inspected. In the event of prolonged construction or 10 225108v3 Lot 1, Block 1, Otsego Developments Addition unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. Any amounts for engineering administration not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred (with any excess funds, if any, returned to Developer as indicated in this Contract), City Administrative Fee (a flat fee due upon execution of this Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this Agreement), and shall be as stated by the Financial Summary. This escrow amount shall be submitted to the City prior to the City executing this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of this Agreement. Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. All other amounts listed as flat fees are non-refundable and available immediately for City use when posted. 23. SECURITY. To ensure compliance with the terms of this Contract, and construction of all public improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount as required under this Contract. The security amount shall be one hundred twenty five (125) percent of the City Engineer’s estimated cost of all public improvements and/or private improvements required by the Subdivision Ordinance or Zoning Ordinance. The Developer shall provide an additional security equal to six and one-half (6.5%) of the estimated cost of the required public and/or private improvements for use by the City for the purpose of assuming responsibility for design, bidding, and construction administration of the required improvement in the event of a default by the Developer as provided for by this contract. 11 225108v3 Lot 1, Block 1, Otsego Developments Addition The issuer and form of the security (other than cash escrow) shall be subject to City approval in its reasonable discretion. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall have the ability to draw on the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall contain an automatic renewal provision and shall not expire until all the Development is complete and fully and finally accepted by the City, and all terms of this Contract are satisfied. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval not to be unreasonably withheld or delayed, the security shall be reduced from time to time in proportion to the work completed, but not below ten (10) percent which is the amount of the warranty security. For purposes of this Section, the warranty period shall be a twelve (12) month period after the applicable work has been completed, except with respect to streets, for which the warranty period shall be two years as addressed elsewhere in this Contract. This security amount shall be submitted to the City prior to execution of the Contract. All administrative and legal fees related to plan review, drafting of this Contract and any other necessary items shall be paid to the City prior to execution of the Contract. Upon completion of the work contemplated hereunder and expiration of the warranty period, the remaining security shall be promptly released to Developer. 12 225108v3 Lot 1, Block 1, Otsego Developments Addition 24. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above is calculated as follows: CONSTRUCTION COSTS: A. Storm Sewer - Lateral $68,795.00 B. Driveways/Sidewalk/ADA Pedestrian Ramps 26,500.00 CONSTRUCTION SUB-TOTAL $95,295.00 OTHER COSTS: A. Site Grading, Erosion & Sediment Control & Wetland Protection $5,040.00 B. Engineering & Surveying Construction Services (6.5%) 6,194.18 C. Landscaping 24,370.00 OTHER COSTS SUB-TOTAL $35,604.18 TOTAL – SUBTOTAL $130,899.18 TOTAL IRREVOCABLE LETTER OF CREDIT $163,623.97 FOR SECURITY (125% OF SUBTOTAL ESCROW A. City Legal Expenses ($1,500 Minimum)) $1,500.00 B. City Construction Observation ($10,000.00 Minimum) 10,000.00 ESCROW TOTAL $11,500.00 This breakdown is not a restriction on the use of the security. 25. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final Plat: A. City Administrative ($1,500.00 Minimum) $1,500.00 B. Trunk Sewer Availability Charge (SAC) 10,683.24 C. Trunk Water Availability Charge (WAC) 7,456.19 D. Wetland, Street & Traffic Control Signs 1,500.00 TOTAL CASH REQUIREMENTS $21,139.43 26. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship, other than as set forth hereafter in this Section 31, for a period of one (1) year. The warranty period for streets is two (2) years as specified in 13 225108v3 Lot 1, Block 1, Otsego Developments Addition this Contract. The warranty period for underground utilities is two (2) years and shall commence following completion and acceptance by City Council. A minimum of 10% of the total security as specified above in the portion of Section 29 of this Contract shall be retained as warranty security calculated as follows. DEVELOPMENT WARRANTY LETTER OF CREDIT A. Storm Sewer 10,319.25 B. Streets 4,000.00 C. Erosion & Sedimentation Control 252.00 TOTAL WARRANTY LETTER OF CREDIT $14,571.00 27. ACKNOWLEDGEMENT. The Developer acknowledges that approval of installation of the Improvements does not constitute a guarantee by the City of any future subdivision approvals and that the Developer performs the work on the Subject Property at its own risk. 28. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all costs incurred by it or the City in conjunction with the development of the Subject Property, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of any other plans and documents. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. Notwithstanding anything contained within this Section 21(B), Developer shall not be obligated to indemnify or defend the City from and against claims based on any negligence or willful misconduct by the City, its employees, agents or contractors, or the failure of the City to act in accordance with City ordinances and other applicable laws. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. 14 225108v3 Lot 1, Block 1, Otsego Developments Addition D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 29. MISCELLANEOUS. A. Third parties shall have no recourse against the City under this Agreement. B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. C. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. D. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. E. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 15 225108v3 Lot 1, Block 1, Otsego Developments Addition F. Breach of the terms of this Agreement by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the halting of all work on the Subject Property. G. The Developer represents to the City that the development complies with all City, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the development does not comply, the City may, at its option, refuse to allow construction or development work in the development until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 30. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than ten (10) days in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the Subject Property. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 31. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 7365 Kirkwood Court N Suite 335, Maple Grove, Minnesota 55369. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Otsego City Hall, 13400 90th Street NE, Otsego, Minnesota 55330. [Remainder of page is intentionally left blank. Signature pages follow.] 16 225108v3 Lot 1, Block 1, Otsego Developments Addition CITY OF OTSEGO BY: ___________________________________________ Jessica L. Stockamp, Mayor (SEAL) AND __________________________________________ Audra Etzel, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2023, by Jessica L. Stockamp and by Audra Etzel, the Mayor and City Clerk of the City of Otsego, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ NOTARY PUBLIC 17 225108v3 Lot 1, Block 1, Otsego Developments Addition DEVELOPER: WATERFRONT COMMONS I, LLC By: Its: STATE OF ______________ ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2023, by _________________, the __________________ of WATERFRONT COMMONS I, LLC, a Minnesota limited liability company, on behalf of said entity. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 DSK/smt 18 225108v3 Lot 1, Block 1, Otsego Developments Addition FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT OTSEGO DEVELOPMENTS, LLC, a Minnesota limited liability company, fee owner of all or part of the property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the property owned by it. Dated this _____ day of ____________, 2023. FEE OWNER: OTSEGO DEVELOPMENTS, LLC By: _______________________________ [Print Name] Its: [Title] STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2023, by ______________________ the __________________________ of OTSEGO DEVELOPMENTS, LLC, a Minnesota limited liability company, on behalf of said entity. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 DSK/smt 19 225108v3 Lot 1, Block 1, Otsego Developments Addition MORTGAGE HOLDER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT ___________________, a ________________, which holds a mortgage on all or part of the property more particularly described in the foregoing Site Improvement Performance Agreement, which mortgage is dated ______________ and filed for record _______________, as Document No. ____________ with the office of the County Recorder/Registrar of Titles for Dakota County, Minnesota, for good and valuable consideration, agrees that the Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2020. _________________________ By: Its: STATE OF ______________ ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 20__, by _____________________________________ the _____________________________________ of _______________Bank, a ____________________, on behalf of said ____________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL, KNUTSON Professional Association 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 AMP/smt 20 225108v3 Lot 1, Block 1, Otsego Developments Addition [BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Otsego City Hall 13400 90th Street NE Otsego, Minnesota 55330 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____, of (Name of Bank) "; b) Be signed by the City Administrator or Finance Director of the City of Otsego. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2_____. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Otsego Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Otsego Finance Director, Otsego City Hall, 13400 90th Street NE, Otsego, MN 55330, and is actually received by the Finance Director at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. [NAME OF BANK] BY: ____________________________________ Its ______________________________