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Item 4.1 Otsego Waterfront 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 REPORT DATE: 4 June 2025 120-DAY DATE: 5 August 2025 RE: Otsego – Otsego Waterfront; PUD Development Stage Plan TPC FILE: 101.02 BACKGROUND Modern Construction of Minnesota, Inc. has submitted plans for a mixed-use development of 13.80 acres located east of TH 101 and south of 90th Street to be known as “Otsego Waterfront”. The subject property exists as three lots with an area of 7.21 acres and one outlot with an area of 6.57 acres. The proposed development includes one lot for a principal building including 135 multiple family dwellings together with retail and service commercial space, as well as planned future open space adjacent to the Mississippi River. The developer intends this to the first of multiple phases, but the proposed development can exist as a standalone project. The City Council on 13 March 2023 approved a PUD District amendment, PUD Development Stage Plan, and preliminary plat for a similar proposal known as “Mississippi Landing”. Section 11-36- 4.D.6 of the Zoning Ordinance establishes that a final PUD Final Plan must be submitted within six months of a PUD Development Stage Plan being approved. Minnesota Statutes 462.356, Subd. 3c provides that approval of a preliminary plat is valid for one year from the date of approval. City staff notified the developer the 2023 approvals were expired. The developer has submitted revised plans intended to address concerns raised by the Planning Commission and City Council with the prior request. The application again requires consideration of a PUD Development Stage Plan, preliminary plat, and vacation of existing drainage and utility easements. A public hearing to consider the applications was held by the Planning Commission at their meeting on 19 May 2025. The Planning Commission closed the public hearing and voted 7-0 to recommend approval subject to conditions. 2 The City Council considered the applications at their meeting on 27 May 2025. The City Council discussed the proposed development at length, focusing on off-street parking and building exterior finish among other issues. The City Council tabled action on the application to the meeting on 9 June 2025 to allow the developer to submit revised plans and additional information addressed by the City Council. The developer submitted revised plans for City staff review on 2 June 2025. City staff provided the developer written notice that the City is extending the Minnesota Statutes Section 15.99 review period an additional 60 days on 2 June 2025. Exhibits:  Site Location Map  Architectural elevations 06/02/25 (2 sheets)  Architectural floor plans dated 05/12/25 and 06/02/25 (6 sheets)  Architectural site plan dated 06/2/25  Preliminary Plat Development Plans dated 04.05.25 (14 sheets)  Preliminary Plat dated 12/16/2022 ANALYSIS Comprehensive Plan. The 2023 Comprehensive Plan guides the subject site for mixed-use land uses to be developed with high density residential and commercial land uses. The proposed development, which is intended by the developer to be the first phase of a larger overall project, provides for construction of multiple family dwellings together with retail and service commercial building space within a single principal building consistent with the recommendations of the Comprehensive Plan. Zoning. The subject site is zoned PUD, Planned Unit Development District. Allowed uses within the PUD District currently include only those permitted, conditional, interim, and accessory uses provided for within the B-1, Retail Business District and multiple family dwellings. The commercial spaces within the proposed building are suitable for the allowed uses within the B-1 District. Inclusion of the proposed residential dwellings is consistent with the recommendations of the 2023 Comprehensive Plan to develop with a mix of commercial and residential uses upon the subject property and the PUD District Surrounding Uses. The subject site is surrounded by the existing and planned land uses shown in the table below. The proposed mixed-use development would transition to the uses developed within Otsego Waterfront East to the north through Outlot A. The 101 Market is also compatible with the proposed use, although screening of the outdoor storage area should be considered, but would be difficult to implement given the proposed building heights illustrated with the architectural plans. Direction Land Use Zoning Existing Use North Commercial Park PUD District 101 Market Carrick’s Landing East -- -- Mississippi River South Rural A-1 District Mississippi Riverwood campground West -- -- Trunk Highway 101 3 EAW. The proposed development required processing of an Environmental Assessment Worksheet (EAW) in accordance with Minnesota Rules 4410.4300, Subp. 32. In accordance with Minnesota Rules 4410.1500, the EAW was completed and distributed to persons and agencies on the official Environmental Quality Board (EQB) distribution list and published on the City website. A notice of EAW availability was published in the EQB Monitor on 20 September2022, initiating a 30- day public comment period. A press release was submitted to the Elk River Star newspaper. The comment period ended on 20 October 2022. The City received written comment letters from the Minnesota Department of Transportation, Minnesota State Historic Preservation Office, and Minnesota Department of Natural Resources. None of the comments recommended preparation of an Environmental Impact Statement (EIS). The City Council on 14 November 2022 adopted responses to the comments confined to substantive issues that “address the accuracy and completeness of the material contained in the EAW, potential impacts that may warrant further investigation before the project is commenced, and the need for an EIS on the proposed project” (MN Rules 4410.1600). The City Council also adopted Findings of Fact that preparation of an Environmental Impact Statement is not required in accordance with Minnesota Rules 4410.1700, Subp 7. The development proposed with the revised plans for the subject property is within the scope of review analyzed by the EAW; an amendment of the EAW findings is not warranted or required. Building. The PUD Development Stage Plan includes one six story building on the north side of Lot 1, Block 1. The proposed building includes 135 multiple family dwellings, 10,275 square feet of retail and service commercial space, and an enclosed at grade garage with 121 parking spaces. The multiple family dwellings are located above the enclosed garage, whereas the commercial space is located at grade together with the multiple family building entrance and common spaces south of the enclosed garage.  Exterior Materials. The proposed building utilizes large windows throughout, charcoal colored brick facia and CMU block, and three colors of fiber cement siding. Section 11-17- 4.D.1 of the Zoning Ordinance establishes exterior finish requirements for commercial and mixed use buildings, which require 65 percent of the exterior finish comprised of brick, stone, or glass materials. The submitted plans indicate that the proposed exterior finish is comprised of 65.5 percent CMU, brick facia, and glass meeting the requirements of the Zoning Ordinance.  Building Height. The proposed building is six stories in height measuring 70 feet to the flat roof. There is a roof deck on the Mississippi River side of building. The are also elevator and HVAC mechanicals on the roof that are exempt from height limits by Section 11-17-3.B of the Zoning Ordinance. The proposed height of the building is within the 75 feet allowed for mixed use buildings within the M-1, Mixed Use District for properties abutting the TH 101 corridor. The Emergency Services Director has stated there is no issue from a public safety perspective with the height of the proposed building.  Multiple Family Dwelling Units. Section 11-17-6 of the Zoning Ordinance requires the following minimum floor area for each multiple family dwelling unit to ensure an adequate living area. The floor area proposed for the multiple family dwelling units all exceed the minimum requirements of the Zoning Ordinance. 4 # of Bedrooms Number of Units % of Total Units Minimum Floor Area Required Proposed Floor Area Studio 14 10% 500sf. 548-579sf. 1 Bedroom 87 64% 700sf. 711-870sf. 2 Bedroom 29 22% 780sf. 1,050-1,267sf. 3 Bedroom 5 4% 860sf. 1,633sf. Section 11-17-7 of the Zoning Ordinance limits studio apartments to 10 percent of the total number of dwelling units, but the 2020 Multiple Family Housing Study recommends allowing up to 30 percent studio apartments based on current construction practices. The proposed 14 studio apartments are 10 percent of the total number of dwelling units. The proposed multiple family dwellings have 1.3 bedrooms per dwelling unit.  Lot Requirements. Without considering the commercial floor area, the density of the proposed development of Lot 1, Block 1 with the initial 35 dwelling units is 27.1 dwelling units per acre. The M-1, Mixed Use District requires 1,000 square feet per dwelling unit (or a density of 43 dwelling units per acre). The density of the proposed development appropriate for a mixed-use development envisioned for the subject property by the 2023 Comprehensive Plan.  Floor Area Ratio: The M-1, Mixed Use District does not include a maximum floor area ratio limit for a residential or mixed use building unless the lot abuts certain residential zoning districts. The subject property does not abut any existing or planned residential districts. However, for reference purposes, the floor area ratio of the proposed building, not including the garage, on Lot 1, Block 1 is: o Multiple family space only: 0.66 o Multiple family and commercial space: 0.72 The floor area ratio for the mixed use building is appropriate for the site given that Outlot A cannot be developed except as public or private open space. Setbacks. Setbacks may be established specific to a PUD District and modified by a PUD Development Stage Plan.  The proposed building is setback 10.0 feet from the Quantrelle Avenue right-of-way. The typical setback required from public street rights-of-way is 30 feet, which is the standard proposed for the M-1, Mixed Use District. The proposed 10 foot setback does not cause issue with visibility on the public street and maximizes the development of the subject property between Quantrelle Avenue and the 300 foot setback from the Mississippi River required for by the WS District provisions.  The proposed building 19.3 feet from the north property line, which leaves space for only a 12.0 foot wide access drive along the north property line (with no setback from the private drive to the north property line. 5 The developer has provided documentation that the proposed building setback from the north property line complies with the Fire Code and that a 20.0 wide fire lane is not required. This information is subject to review and approval of the Emergency Services Director, which may include requiring a 20 foot wide fire lane if needed for access. A shared access agreement for the private drive abutting the north line of Lot 1, Block 1 is also to be required or the site plan revised to provide the five foot setback required by Section 11-21-5.B.2 of the Zoning Ordinance. City staff advises that there is the ability to revise the site plan as needed to accommodate the fire access and setback from the north property line if required upon review by City staff.  Outlot A provides for permanent physical separation of the proposed building from the Mississippi River and any applicable setback requirements related to the WS, Wild, Scenic, and Recreational River District. The setbacks proposed on the site plan are appropriate in order to maximize the developable property within the subject site outside of the Wild, Scenic and Recreational River District. Traffic. The subject site is accessed via Quantrelle Avenue. Quantrelle Avenue is an existing two lane street with shoulders and concrete curb having a width of 32 feet. Quantrelle Avenue intersects 90th Street at a four-way intersection to the north of the subject property. The developer completed a Traffic Impact Study for development of 387 dwelling units, 51 hotel rooms and 35,000 square feet of commercial space as part of the Environmental Assessment Worksheet to estimate the trips generated by the proposed project and potential impacts at the intersection of Quantrelle Avenue and 90th Street to evaluate the potential need for improvements. The study found no considerable delays or queueing issues caused by the proposed for any of the approaches to the Quantrelle Avenue and 90th Street intersection and no mitigation efforts were recommended. With the current proposed development scaled back from the scope of the project analyzed by the EAW traffic study, adequate capacity exists with existing streets to serve the proposed development. Access. The subject property is proposed to have two initial and up to three accesses to Quantrelle Avenue. Section 11-21-6.B.2 of the Zoning Ordinance requires accesses for multiple use developments onto Quantrelle Avenue to be a minimum of 50 feet apart of another driveway. All of the proposed accesses comply with the spacing requirements established by the Zoning Ordinance. Section 11-21-C.2 of the Zoning Ordinance limits the width of an access to a public street to 30 feet unless approved by the City Engineer for circulation and turning movement purposes. The three accesses are all less than 30 feet in width and comply with the requirements of the Zoning Ordinance. Street lighting is to be extended from Otsego Waterfront East along Quantrelle Avenue to the south line of Lot 1, Block 1 in accordance with Section 8-8-5 of the City Code. The location of proposed street lighting is to be subject to review and approval of the City Engineer. The developer will pay a fee for the installation of the street lighting as provided for by the fee schedule and City Code. 6 Off-Street Parking. The table below outlines the number of parking stalls required for the proposed development based on the requirements of Section 11-21-8 and Section 11-21-13 of the Zoning Ordinance Section 11-21-13 Mixed Use Required Parking Spaces Zoning Ordinance Required Stalls Weekday Weekend 12:00AM- 7:00AM 7:00AM- 6:00PM 6:00PM- 12:00AM 12:00AM- 7:00AM 7:00AM- 6:00PM 6:00PM- 12:00AM Multiple Family 270 270 162 270 270 203 270 Commercial 51 0 46 31 0 51 31 Total 321 270 208 301 270 254 301 The table below summarizes construction of 317 parking spaces within the enclosed garage and surface. The number of proposed stalls is 16 more than required by the Zoning Ordinance. Parking Area Spaces Garage 121 Surface 196 Total 317 The surface parking area is designed with spaces that are nine feet wide by 20 feet deep accessed by drive aisles that are 24 feet in width. The parking area is to be surfaced with asphalt or concrete and surrounded by concrete curb as required by Section 11-21-7.B, C, and D. The design and construction of the surface off-street parking area is to be subject to review and approval of the City Engineer. The proposed off-street parking area is not setback from the Quantrelle Avenue right-of-way the 15 feet required by Section 11-21-5.B.1 of the Zoning Ordinance. Building the parking at the property line is acceptable in the interest of maximizing the developable area of Lot 1, Block 1 in consideration of preserving Outlot A through the WS District. The boulevard between Quantrelle Avenue and the off-street parking area is sufficiently wide to avoid any visual impairment for vehicles entering the public street. The pedestrian sidewalk is also centered in the boulevard to avoid potential conflicts with vehicles entering or leaving the subject property. Pedestrian Access. Currently, there is no sidewalk on Quantrelle Avenue. Pedestrian connectivity of the proposed development to Otsego Waterfront East and Carrick’s Landing is to be provided for by:  Construction of a five foot wide concrete sidewalk the full width of Quantrelle Avenue abutting Lot 1, Block 1.  A trail overlaid by public access easement through Outlot A and Outlot B as a condition of approval with timing to be determined at the time of final plat approval. 7 Landscaping. The submitted plans do not include a landscape plan as required by Section 11-19- 2.B if the Zoning Ordinance. A landscape plan must be submitted prior to consideration of a final plat application by the City Council and is to be subject to review by the Zoning Administrator. Exterior Lighting. Section 11-16-6 of the Zoning Ordinance establishes performance standards for exterior lighting. 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 as required by Section 11-16-6.C of the Zoning Ordinance. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures must be submitted prior to issuance of a building permit and is subject to review and approval of the Zoning Administrator. Signs. The architectural plans include identification signs on the west and north elevations of the building. City staff recommends establishing sign allowances for Lot 1, Block 1 as wall signs affixed on any elevation up to 15 percent of the wall area, but not including the at-grade parking garage, with the maximum area of any individual sign limited to 200 square feet. Utilities. The proposed development is to be served by City sewer and water utilities. There are existing trunk sewer and water lines within Quantrelle Avenue adjacent to the subject site. The developer has submitted plans for connection to sewer and water utilities, as well as improvement of the existing sewer lift station in Quantrelle Avenue necessary to accommodate the proposed development. All utility plans are subject to review and approval of the City Engineer. The developer is required to pay Utility Availability Charges at the time of final plat approval. The Utility Availability Charges are to be based on a Residential Equivalent Connection (REC) equated to the estimated sewer flow for the proposed development. Utility Connection Charges calculated in accordance with the provisions of the City Code will be required to be paid at the time a building permit is issued. Grading Plan. All of Outlot A and Outlot B are within the Floodway zone along the Mississippi River. Outlot A is bisected north-to-south by a drainageway overlaid by a drainage and utility easement to provide an outlet for the City regional stormwater basin to the north within Outlot A, Waterfront East. The outlet for the regional stormwater basin must be maintained as part of the grading plan for the subject site to the point at which the stormwater is discharged to the Mississippi River. The developer has submitted plans for grading, drainage, and erosion control for development of Lot 1, Block 1. All floodplain, grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. Easements. Section 11-8-12.A of the Subdivision Ordinance requires 10 foot wide drainage and utility easements to be dedicated at the perimeter of Lot 1, Block 1, which are shown on the preliminary plat. Temporary drainage and utility easements that expire upon platting will only be required over Outlots A, B, and C. All drainage and utility easements are to be subject to review and approval of the City Engineer. 8 Outlots. The preliminary plat includes three outlots:  Outlot A is the portion of the subject property governed by the provisions of the Wild Scenic Recreational River District adopted by the City as Chapter 92 of the Zoning Ordinance in accordance with Minnesota Rules. Outlot A includes an existing City park easement for a trail along the Mississippi River extending south of Carrick’s Landing and out to Quantrelle Avenue, as well as a drainageway overlaid by drainage and utility easement. The developer has submitted a concept plan for potential recreational development of Outlot A. Private and public recreational activities are an allowed use within Subdistrict C of the WSRR District subject to management plan standards. These proposed improvements are not being considered as part of the current PUD Development Stage Plan application. Future proposals to undertake these improvements will require a separate application for PUD Development Stage plan approval. As part of the development of Outlot A, the City reserves the right to require dedication of land and/or park and trail easement for public access to the area, as well as ingress/egress and shared parking easements over Lot 1, Block 1 for public park purposes. Public access would be finalized as part of the PUD Development Stage Plan for Outlot A as a condition of approval.  Outlot B is the portion of the subject property that is within the floodway zone of the Mississippi River. The developer is working with the Army Corps of Engineers remove Outlot B from the floodway zone to make the area developable with a future phase of the project. No action regarding Outlot B is required as part of the current PUD Development Stage Plan application.  Outlot C is a remnant parcel to the south of a Minnesota Department of Transportation outlet to the Mississippi River that will also be retained by the developer for potential future development. Park Dedication. The PUD Development Stage Plan does not contemplate dedication of land to the City for public park purposes. The City will reserve the right to require dedication of land and or easements over Outlot A for public park purposes as part of a future PUD Development Stage Plan when improvement of Outlot A is proposed. For the current PUD Development Stage Plan, park dedication requirements are proposed to be satisfied as a cash fee in lieu of land based on the fee schedule in effect at the time of final plat approval. Development Contact. Section 10-10-4.A of the Subdivision Ordinance requires that the developer enter into a development contract with the City to provide for construction of the project, completion of any public improvements, establishment of required securities, and payment of applicable fees. The development contract will address performance relative to the PUD Development Stage Plan as required by Section 11-9-7 of the Zoning Ordinance. The development contract is to be executed by the developer prior to approval by resolution of the City Council and recorded with the property. 9 RECOMMENDATION Our office recommends approval of the applications as outlined below in accordance with the findings of fact and decision presented to the City Council. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map 460 ft Overview Legend Roads CSAHCL CTYCL MUNICL PRIVATECL TWPCL Road Labels Highways Interstate State Hwy US Hwy City/Township Limits c t Parcels Torrens VW)ORRU 5RRI QG)ORRU UG)ORRU WK)ORRU WK)ORRU WK)ORRU  ; :,1'2:7<36:,1*,1*3$7,2'2257<3+25,=217$/),%(5&(0(176,',1*&+$5&2$/+25,=217$/),%(5&(0(176,',1*7$1%5,&.9(1((5&+$5&2$/+25,=217$/),%(5&(0(176,',1*$&&(17$7,16(76:+,7($/80,180%$/&21<:3,&.(75$,/,1*:+(5(6+2:1%/$&.$/80,180%$/&21<:3,&.(75$,/,1*7<3 ; :,1'2:$7&08%$6(7<3%/$&.$/80,180%$/&21<:*/$665$,/,1*7<3$7$&&(17,16(760$7(5,$/3(5&(17$*(66,',1*6)  *5$'(%0$7(5,$/%5,&.6)  *5$'($0$7(5,$/&086)  *5$'(%0$7(5,$/*/$=,1*6)  *5$'($0$7(5,$/0$7(5,$/*5$'(3(5&(17$*(6*5$'($0$7(5,$/ *5$'(%0$7(5,$/ VW)ORRU 5RRI QG)ORRU UG)ORRU WK)ORRU WK)ORRU WK)ORRU +25,=217$/),%(5&(0(176,',1* &+$5&2$/+25,=217$/),%(5&(0(176,',1* 7$1%5,&.9(1((5&+$5&2$/+25,=217$/),%(5&(0(176,',1* 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StallsREVISED SKETCH FOR NEW ELEVATIONS42'-0"20'Can be increasedto 30' if needed39292528 %('81,7%('81,7678',2&,5&8/$7,216(59,&(&200215(67$85$175(7$,/6)81,726)81,736)81,736)81,7/6)81,7/6)81,7)6)81,7)6)*$0(/281*(6)81,7)6)81,716)81,7(6)81,7/6)81,7/6)81,7)6)81,7)6)81,7*6)&20081,7<52206)81,7.6)81,726)81,746)81,7+6)81,706)81,7/6)81,7&6):)+2)),&(6)81,7/6)81,7%6)81,7/6)81,726)81,736)81,736)81,7/6)81,7/6)81,7)6)81,7)6)81,7-6)81,7)6)81,716)81,7(6)81,7/6)81,7/6)81,7)6)81,7)6)81,7*6)81,726)81,7.6)81,726)81,746)81,7+6)81,706)81,7/6)81,7&6)81,7%6)81,7/6)81,7%6)81,7/020(1780'(6,*1*5283//&'&21&(37'(6,*1 6(&21' 7+,5')/22548$175(//($9(276(*201276(*2:$7(5)5217',675,&71  QG)ORRU  UG)ORRU %('81,7%('81,7%('81,7&,5&8/$7,216(59,&(&20021%('81,7678',2%('81,76)81,726)81,736)81,736)81,7/6)81,7/6)81,7)6)81,7)6)81,7-6)81,7)6)81,716)81,7(6)81,7/6)81,7/6)81,7)6)81,7)6)81,7*6)81,726)81,7.6)81,726)81,746)81,7+6)81,706)81,7/6)81,7&6)81,7%6)81,7/6)81,7%6)81,7/6)81,726)81,736)81,736)81,7/6)81,7/6)81,7)6)81,7)6)81,7-6)81,7)6)81,716)81,7(6)81,7/6)81,7/6)81,7)6)81,7)6)81,7*6)81,726)81,7.6)81,726)81,7+6)81,706)81,7/6)81,746)81,7&6)81,7%6)81,7/6)81,7%6)81,7/020(1780'(6,*1*5283//&'&21&(37'(6,*1 )2857+ ),)7+)/22548$175(//($9(276(*201276(*2:$7(5)5217',675,&71  WK)ORRU  WK)ORRU %('81,7%('81,7%('81,7&,5&8/$7,216(59,&(&20021%('81,7678',26)81,726)81,736)81,736)81,7/6)81,7/6)81,7)6)81,7)6)81,7-6)81,7)6)81,716)81,7(6)81,7/6)81,7/6)81,7)6)81,7)6)81,7*6)81,726)81,7.6)81,726)81,7/6)81,7&6)81,7%6)81,7/6)81,746)6.</281*(6)81,7%6)81,7/522)'(&.020(1780'(6,*1*5283//&'&21&(37'(6,*1 6,;7+)/225 522)48$175(//($9(276(*201276(*2:$7(5)5217',675,&71  WK)ORRU  5RRI $ 48$175(//($9((0(5*(1&<75$)),&21/<3529,'(%$55,(5$65(48,5('(0(5*(1&<75$)),&21/<3529,'(%$55,(5$65(48,5('38%/,&3/$=$38%/,&5(7$,/(175</2%%<(175<)/22':$</,1(3(5)(0$0$36((&,9,/'5$:,1*667$,5(;,767$,5(;,7*$5$*((175<  %,&<&/(67$//6),5('(3$570(17$&&(6652$'75$16)250(5$1'*(1(5$725 127($//),1$/&,9,/$1'/$1'6&$3('(6,*16$1'3/$16$5(72%(6((1,1&,9,/'5$:,1*66,7(3/$1$5&+,7(&785$//<6+2:1)255()(5(1&(21/<  38%/,&5(7$,/(175<38%/,&5(7$,/(175<38%/,&5(7$,/(175<38%/,&5(7$,/(175<5(7$,/6(59,&(&2857*$5$*(67$//6,1),/75$7,21%$6,1  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//63$5.,1*6800$5<*$5$*(67$//6$7685)$&(3$5.,1*67$//6727$/3$5.,1*67$//6522)'(&.  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6  $7685)$&(3$5.,1*67$//6020(1780'(6,*1*5283//&'5(9,6('&21&(37'(6,*1 6,7(3/$148$175(//($9(276(*201276(*2:$7(5)5217',675,&71  6,7(3/$120' setback, couldbe expanded to 30'if needed 12" SCARIFIED SOIL BOT. ELEV.= 855.8BERM MIN. = 860.01:4 MAX.1:4 MAX.100-YR HWL = 859.40EOF = 859.5TURF REINFORCEMENT MAT CATEGORY 2BERM = 860.0BERM = 860.0OVERFLOW PER 2/C25" SOIL MEDIA70% SAND (MEETING SM CLASSIFICATION)30% MNDOT 3890 GRADE 2 COMPOST STESSEN 89°58'51" W 400.00N 76°02'53" WN 26°3 6' 1 3" W 5 4 8. 2 2N 89°37'22" W 628.91S 01°23'24" W 492.39N 89°37'08" W82.6675.4580.0S 89°29'15" E 356.92S 89°58'51" E 356.92S 26°3 6' 1 3" E 9 0. 5 1 S 63°31'58" W 81.63L O T 1B L O C K 1O U T L O T CO U T L O T ASSSSSSEO U T L O T B40.0083.16505.75S 02°08'34" E 629.3077.50129.41SL=131.82 R=523.00 =14°26'2 7 " Buildin g S et b a c k Li n e Front - 3 0 f e et Side - 1 0 f e etS 06°26'07" W 159.81S 00°16'26" E 148.31S 07°47'30" E 128.31S 04°28'21" W 190.44NNTree Protection Fence ►► ►► ►►►►►►►►►►►►►►►►▌▌▌▌▌▌▌▌▌▌▌ESSE►▌SSSL O T 1B L O C K 1O U T L O T AO U T L O T B14.311.3R20.0R20.0R20.0R20.024.0 24.0 24.0 R8.0R8.0R10.012.024.08.5 (TYP.))8.5 (TYP.)8.5(TYP.)24.020.0(TYP.)8.5(TYP.)((20.0(TYP.)24.0R2.0R4.0R4.0R2.08.5(TYP.)20.0(TYP.)24.0R18.0R10.08.5(TYP.)20.0(TYP.)R10.068.852.924.0R30.0R8.012.0►►►▌ ESSE80.0SSSSESSSSSSSS█████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████ ████ ████ █████ ███ ████ ████ ████ ████ ███ ████ ████ ████ ████ ████ ████████ █████ ███ █ ██████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████►► ►► ►►►►►►►►►►►►►►►►862860860862862864864862862862858858860854 854856856858▌▌▌▌▌▌▌▌▌▌▌►►830███ ►►DSESSESSSSESSSSSSSS►► ►► ►►►►►►►►►►►►►►►►▌▌▌▌▌▌▌▌▌▌▌ ▌▌SSE S 0+001+002+003+004+004+670+00862.1862.081+00862.6862.632+00862.3862.303+00862.0861.994+00862.4862.395+00844848852856860864868844848852856860864868 ████►►ESSESSSS40.0083.16505.75S 02°08'34" E 629.3077.50129.41S 06°26'07" W 159.81S 00°16'26" E 148.31S 07°47'30" E 128.31S 04°28'21" W 190.44..██████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████ ███████ ██████ ███████████ ███████ ████4141██ ████2929██ ████████████ ██████ █████ █████ ████ ████ ████ ██████ ██████████ ██████ █████ █ ████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████862860860862862864864862862862858858860854 854856856858►► ►► ►►►►►►►►►►►►►►►►▌▌▌▌▌▌▌▌▌▌▌ESSSSSSSS505.7505 755S 06°26'07" W 159.81S 04°28'21" W 1W190 4490.4404 2821W1904██████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████████8628628628686286286086086086086086086286286286286286444864486448644864486448648648648648648648888888888862862862862862862862862862862862862►► ►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►▌▌▌▌▌▌▌▌▌▌7575▌▌▌▌██████████████████████████████████████████████████████████████████████████████86286286228628629W2██28█0►4E20S█S8►854█ █ █ █ █9►►585888█►██ █████►►███8585██44444444██99███ ███►►►SS00622EE4841000█222WW99████████86888█1606SS████████████8686868686868686██SS666W15188███████████████████████████████ Building Setback LineFront - 30 feetSide - 10 feet16'-20'OPENING16'-20'OPENING ESSEN 89°58'51" W 400.00N 76°02'53" WN 26°3 6' 1 3" W 5 4 8. 2 2N 89°37'22" W 628.91S 01°23'24" W 492.39N 89°37'08" W82.6675.4580.0S 89°29'15" E 356.92S 89°58'51" E 356.92S 26°3 6' 1 3" E 9 0. 5 1 S 63°31'58" W 81.63L O T 1B L O C K 1O U T L O T C(TO BE VACATED)O U T L O T ASSSSSSEO U T L O T B40.0083.16505.75S 02°08'34" E 629.3077.50129.41S 06°26'07" W 159.81S 00°16'26" E 148.31S 07°47'30" E 128.31L=131.8 2 R=523.0 0 =14°26'2 7 " Buildin g S et b a c k Li n e Front - 3 0 f e et Side - 1 0 f e etS 04°28'21" W 190.44F:\survey\nathe 2nd add - wright\1-2-1 nathe 2nd add\01 Surveying - 89813\01 CAD\01 Source\01 Survey Base.dwgFile No.F.B. No. 1123-63 inv. 89813ACertification Legal DescriptionLots 1 and 2, Block 1, Outlot A and Lot 1, Block 2, NATHE 2ND ADDITION, Wright County, Minnesota. Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Prepared May 3, 2022I certify that this plan, specification, or report was prepared by me or under my direct supervisionand that I am a duly Licensed land Surveyor under the laws of the State of Minnesota.PRELIMINARY PLATZoning & Development InformationProperty Currently Zoned: PUD - Planned Unit Development and WSRR - Wild and Scenic Recreational River District Zoning Ordinance Requirements for PUD: Building Setbacks: 1.The front and side yard restrictions at the periphery of the planned unit development conditional use permit siteat a minimum shall be the same as those imposed in the base zoning districts. A PUD Zoning District shall, atminimum, have a thirty foot (30') front yard setback and ten foot (10') side yard setback. As appropriate, the Citymay increase these standards. Building Standards: 1. No building shall be located less than fifteen feet (15') from the back of the curb line along those roadwayswhich are part of the internal street system Planned Unit Developments subject to plan approval by the City of Otsego. For further information contact: Seebelow. Zoning Ordinance Requirements for WSRR: Lot Requirements: 1. Lot area: Not less than two and one-half (21/2) acres. 2. Lot width at the water line and building line: Two hundred feet (200'). Principal Structure Setbacks: 1. Setback from ordinary high water level of Mississippi River: One hundred feet (100'). 2. Bluffline: Thirty feet (30') 3. OHW level of Mississippi RIver: Sewered - 75 feet Nonsewered - 100 feet 4. Side setback - 10 feet Building Height: 35 feetRefer to City code or contact City of Otsego for further requirements, exceptionsand restrictions at:Planning DepartmentCity of Otsego City Hall13400 90th Street NeOtsego, MN 55330phone: 763-441-4414e-mail: ddl@PlanningCo.com7601 73rd Avenue NorthMinneapolis, Minnesota 55428(763) 560-3093DemarcInc.comPreliminary Plat - Mississippi Landingsdrawn by:F:\survey\nathe 2nd add - wright\1-2-1 nathe 2nd add\01 Surveying - 89813\01 CAD\01 Source\01 Survey Base.dwgMISSISSIPPI LANDINGSProperty Address: Unassigned address, Otsego, MNProperty Identification Numbers: Lot 1, Block 1: 118260001010 Lot 2, Block 1: 118260001020 Outlot A: 118260000010 Lot 1, Block 2: 118260002010Total Area of all Parcels = 601,651 sq.ft (13.8± acres) to Mississippi River shorelineBenchmark: MNDOT monument "FIELD MNDT" located on east side of Quantrelle Ave in front ofsubject property as shown hereon. Elevation = 862.59 feet (NAVD29)By graphic interpretation only, this property is in Flood Zone "X" (area of minimal flooding) andZone "AE" (area prone to flooding) per FEMA panel map number 270747 0002 A dated 9/30/1992.100 Year Flood Elevation feet North end of property at river = 862.1 (NGVD 29)100 Year Flood Elevation feet South end of property at river = 861.7 (NGVD 29)Site Flood Elevation = 861.0 feetTitle insurance commitment showing property description and any encumbrances of record notprovided, survey subject to change. The only easements shown are from plats of record orinformation provided by client.Underground utility information from City of Otsego records, locations are only approximate and notall utilities are shown. Invert elevations shown on sanitary sewer manholes per City plansContact Gopher State One Call prior to any excavation. 651-454-0002.Property located in Section 23, Township 121, Range 23, Wright County, Minnesota.Miscellaneous NotesDenotes Found Iron MonumentDenotes Iron Monument SetLightPower PoleHydrantSanitary ManholeStorm ManholeWater ManholeCatch BasinGas MainUnderground CommunicationsUnderground ElectricSanitary SewerStorm SewerWatermainOverhead WiresLegendFlared End SectionSCALE IN FEET012060180BenchmarkFEMA Flood lineEngineer:DemarcLand Surveying & Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428phone 763-560-3093fax 763-560-3522Attn: Jeff Prasche-mail: jeffprasch@demarcinc.comLOT TABULATIONProposed Number of Lots = 3Area of proposed: Lot 1, Block 1 = 215,080 sq.ft Outlot A = 287,836± sq.ft (area to shoreline) Outlot B = 46,637 sq.ft Outlot C = 52,098± sq.ft (area to shoreline) Right-of-Way = No dedication planned.Developer:Modern Construction of Minnesota18837 Ogden Street NWElk River, MN 55330phone 763-200-6376Attn: Jesse Hartunge-mail: jesse@modernconstructionmn.comProperty Owner:Ken & Julie Nathe19080 Lincoln Street NWElk River, MN 55330Development Personnel SURVEYORDemarcSurveying and Engineering7601 73rd Avenue N.Brooklyn Park, MN 55428Attn: Greg Praschphone: 763-560-3093fax: 763-560-3522e-mail: gregprasch@demarcinc.comCity of Otsego, Wright County, MinnesotaProposed Drainage & Utility Easements are shown thus:BEING 10 FEET IN WIDTH AND ADJOININGRIGHT OF WAY LINES AND 5 FEET IN WIDTHAND ADJOINING INTERIOR LOT LINES.5510R/W LineNOTE: CURRENT DRAINAGE & UTILITY EASEMENTS TO BE VACATED.Vicinity Mapno scaleSEC. 23, TWP. 121, R. 23Rev. 6/6/2022 new lot layoutRev. 6/21/2022 city commentsRev. 11/9/2022 lot linesRev. 12/16/2022 setbacksBuilding Setback LineRev. 12/16/2022 lot lines/areas