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4.1 Java Otsego Coffee, LLC BoER Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 22 May 2023 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner City Attorney Kendall 4.1 – Java Companies STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. 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/final plat; approval of a PUD-CUP, CUP, site and building plans; and approval of a Site Improvement Performance Agreement. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? Yes Yes, held by Planning Commission 20 March 2023. BACKGROUND/JUSTIFICATION: Java Otsego Coffee, LLC has submitted plans to subdivide a new lot from the Bank of Elk River property located at 15800 88th Street NE. The proposed lot is to be developed with a 1,740 square foot coffee shop with an outdoor patio and drive through. The proposed development requires consideration of a preliminary and final plat, Planned Unit Development – Conditional Use Permit (PUD-CUP) for minimum lot area and setback reductions, a Conditional Use Permit (CUP) for a convenience food use, and vacation of existing drainage and utility easements. A public hearing was held by the Planning Commission at their meeting on 20 March 2023 to consider the applications. Mr. Mark Krogh of Java Companies was present as the developer and agreed with the recommendations of City staff. Mr. LeRoy Lindenfelser of the Bank of Elk River was also present on behalf of the property owner but had no comments. There were no public comments, and the public hearing was closed. The requirements for off-street parking were discussed by the Planning Commission. Mr. Krogh noted that the proposed use provides only drive-through and carry-out services. There is no indoor seating although there is a small patio for seasonal outdoor seating to the west of the building. Based on an updated space plan for the interior of the building, City staff re-evaluated the number of off- street parking stalls as discussed in the attached Planning Report. The proposed site complies with the requirements of the Zoning Ordinance without the need for a joint parking easement with the Bank of Elk River lot. The developer has updated the submitted plans to address the comments of the Planning Commission and City Council, which are reviewed in the attached Planning Report and Engineering review. Findings of Fact consistent with the recommendations of the Planning Commission for approval of the applications are also attached for consideration by the City Council together with resolutions vacating existing drainage and utility easements, approving a Development Contract related to the plat, and a Site Improvement Performance Agreement for development of Lot 1, Block 1. SUPPORTING DOCUMENTS ATTACHED: ▪ Planning Report dated 1 May 2023 ▪ Engineering Construction Plan Acceptance ▪ Resolution 2023-36 vacating existing drainage and utility easements ▪ Findings of Fact and Decision; Preliminary/Final Plat ▪ Findings of Fact and Decision; PUD-CUP/CUP/Site and Building Plans ▪ Resolution 2023-37 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 2023-36 vacating existing drainage and utility easements; approve the MRD Commercial Park Second Addition preliminary and final plat subject to the conditions as stated in the findings of fact and decision as presented; approve a Planned Unit Development – Conditional Use Permit, Conditional Use Permit, and Site and Building Plans for Lot 1, Block 1 MRD Commercial Park Second Addition subject to the conditions as stated in the findings of fact and decision as presented; and adopt Resolution 2023-37 approving a Site Improvement Performance Agreement. BUDGET INFORMATION FUNDING: BUDGETED: N/A N/A 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Mayor and City Council FROM: D. Daniel Licht REPORT DATE: 1 May 2023 120-DAY DATE: 9 June 2023 RE: Otsego – Java Companies/Bank of Elk River TPC FILE: 101.02 BACKGROUND Java Companies has submitted plans to subdivide a new lot from the Bank of Elk River property located at 15800 88th Street. The proposed lot is to be developed with a 1,740 square foot coffee shop with an outdoor patio and drive through. The proposed development requires consideration of a preliminary and final plat, Planned Unit Development – Conditional Use Permit (PUD-CUP) for minimum lot area and setback reductions, a Conditional Use Permit (CUP) for a convenience food use, and vacation of existing drainage and utility easements. A public hearing has been noticed for the Planning Commission meeting on 20 March 2023 to consider the applications. Exhibits:  Site Location Map  Floor Plan/Building Elevations dated 12/18/22 (2 sheets)  Civil plans dated 04/03/2023 (12 sheets)  Landscape Plan dated 04-03-2023  Preliminary Plat dated 3/31/23  Final Plat  Pylon Sign 2 ANALYSIS Existing Conditions. The subject site is 3.77 acres in area and developed with a bank office with a drive through facility. The proposed development is to subdivide a 0.762 acre lot at the southwest corner of the subject site west of the driveway access to 88th Street. The proposed development increases utilization of the property for commercial land uses with available transportation and utility infrastructure. Zoning. The subject site is zoned B1, Retail Business District effective with the Ordinance approved by the City Council on 27 March 2023. The existing bank office use is allowed as a permitted use within the B1 District. The proposed coffee shop with a patio and drive through facility is defined as a convenience food use by the Zoning Ordinance. Convenience food uses are allowed as conditional uses within the B1 District, subject to the performance standards outlined in Section 11-77-6.B of the Zoning Ordinance. Surrounding Uses. The subject site is surrounded by the existing and planned future land uses shown in the table below. The proposed coffee shop with a patio and drive through will be compatible with the character of the existing or planned uses in the area. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Otsego Waterfront East Institutional INS District Christ Church Undeveloped South Commercial PUD District Great River Centre West Commercial B1 District Coborns Dunkin Undeveloped Building Materials. The 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 proposed exterior materials consist of brick and glass as Grade A finishes and fiber cement siding as a Grade B materials. The exterior finish of the proposed building is 65.4 percent Grade A materials and 34.6 percent Grad B materials, which complies with the requirements of the Zoning Ordinance. Building Height. Principal buildings within the B1 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 18 feet to the top of the highest parapet. The proposed building complies with the height limits of the B3 District. 3 Landscaping. There are 12 existing mature evergreen trees within area of Lot 1, Block 1 that will need to be removed to allow for the proposed development, although one tree within the lot and five trees within the boulevard along 88th Street are to remain. The health of the existing trees that are to be preserved will need to be field verified by City staff and replaced if needed. A landscape plan has been submitted for new plantings to be installed within Lot 1, Block 1 with the development. The proposed landscape plan includes deciduous and coniferous trees along the north lot line, east lot line abutting the shared driveway, center island, and adjacent to the building. Rows of native grass clumps are provided in the area between the drive through aisle and trail/sidewalk abutting Parrish Avenue (CSAH 42) and 88th Street, as well as the shared driveway. There are also clusters of shrub and grass plantings at the building and patio corners and along the interior of the drive through aisle. The quantities and type of plantings are appropriate for the subject site The sizes of proposed plantings are consistent with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance. An irrigation system is required to be installed within planting beds and turf grass areas as required by Section 5-2-3.C.2 of the City Code and is to be noted on the landscape plan. Right-of-Way. The subject site abuts 90th Street (CSAH 39), Parrish Avenue (CSAH 42), and 88th Street. The preliminary plat includes dedication of right-of-way for the existing trail along 90th Street (CSAH 39) and Parrish Avenue (CSAH 42). The preliminary plat is subject to review and approval by Wright County with regards to 90th Street (CSAH 39) and Parrish Avenue (CSAH 42). The existing right-of-way for 88th Street is consistent with current City standards and includes the existing roadway and sidewalks on both side of the street. Any additional right-of-way needs for 88th Street are to be subject to review and approval of the City Engineer. Lot Requirements. Section 11-75-7.A of the Zoning Ordinance requires lots within the B1 District to have a minimum area of one acre and minimum width of 200 feet measured at the front setback line along the shortest frontage abutting a public street. The lot requirements of the proposed B1 District are to be the same as those required in the B3 District. The existing lot complies with the lot area and width requirements of the Zoning Ordinance. The proposed subdivision will create two lots, one of which is 3.01 acres in area with the other being 0.688 acres in area. The area of Lots 1, and 2, Block 1 will be reduced by the requested revision of the preliminary plat to include the existing trail along Parrish Avenue (CSAH 42) within the platted right-of-way. Lot 2, Block 1 does not meet the minimum lot area requirement of the B1 District. Both lots comply with the minimum lot width requirements. Setbacks applicable to the preliminary plat established by Section 11-75-7.C (building) and Section 11-21-5.B (off-street parking) of the Zoning Ordinance are shown in the table below. 4 Principal Building Parking (ROW) Parrish Ave. (CSAH 42) 88th St. North East Required 30ft. 30ft. 20ft. 10ft. 15ft. Proposed 61ft. 30ft. 154ft. 42ft. 10ft. The principal building complies with setback requirements from Parrish Avenue (CSAH 42) and 88th Street as well as the interior lot lines. The parking setback to 88th Street complies with the 15 feet required by the Zoning Ordinance, but the setback to Parrish Avenue (CSAH 42) is only +/-10 feet from the back of the trail where City staff recommends the preliminary plat be revised to establish the lot line. The reduction in the setback for the drive through aisle is adequate to maintain visibility along the public street and provides sufficient area for snow storage off of the trail. No setback between the parking area and shared driveway is required by Section 11-21-10 of the Zoning Ordinance. Section 11-36-1 of the Zoning Ordinance allows for modification of lot requirements and setbacks by approval of a PUD-CUP. The basis for reducing the lot area and setbacks to less than required by the Zoning Ordinance is compliance with all other performance standards, including minimum building area, off-street parking, and stormwater management. The proposed preliminary plat functions as two principal uses within one subdivision having shared access to public streets. The proposed site plan provides for greater utilization of the existing property, complies with the intent of the performance standards established by the Zoning Ordinance, and is an appropriate use of PUD-CUP flexibility. Off-Street Parking. The subject site has a full access to 88th Street and a right-in/right out access to 90th Street (CSAH 39). The proposed preliminary plat does not propose to change the existing accesses with Lots 1 and 2, Block 1 using the existing driveways. An ingress/egress easement will be required over Lots 1 and 2, Block 1 for the shared access, which is subject to review and approval of the Zoning Administrator. Off-street parking stalls and drive aisles are designed in compliance with the dimensions required by Section 11-21-7.B of the Zoning Ordinance. 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. Section 11-21-8 of the Zoning Ordinance provides for a requirement that coffee shops with a drive have off-street parking stalls at a ratio of 1 stall per 50 square feet of net building area. This requirement, however, anticipates indoor seating as part of the operation of the use. Updated floor plans show that the proposed building does not have indoor seating with customer access limited to a lobby for takeaway purchases. There is a small outdoor patio, but these are typically not included in the parking demand calculation because of limited seasonal use. 5 When the Zoning Ordinance does not identify a number of off-street parking stalls required for a specific use, the Zoning Administrator is to determine the requirement based on data from the Institute of Transportation Engineers, American Planning Association, or other sources. Using ITE parking demand studies for coffee shops both with and without drive through facilities, City staff estimates a parking demand of one stall per 350 square feet of building area or five parking stalls. The site plan provides stacking for 20 vehicles within the drive through lane and 20 additional off-street parking stalls. The City of St. Paul cited an average wait time of 50 seconds per order, which would result in a maximum waiting time of approximately 17 minutes. If during peak conditions, the drive through queue did reach that length of time, it is reasonable to anticipate that some customers would park their vehicle and walk into the building to order. Orders placed through the company’s app would also facilitate directing customers to park and walk into the building. City staff expects that on-site parking will be adequate for the proposed use between the stacking space provided at the drive through lane and the number of off-street parking stalls shown on the site plan based on the characteristics of the specific use and specific data and studies. Drive Through. The drive through has been designed with the service window on the south side of the principal building with vehicles stacking in a counter clockwise direction maximizing the depth of the drive aisle. The length of the drive through aisle within the Lot 1, Block 1 has space for 14 vehicles. With the shared access with Lot 2, Block 1 for the driveway to 88th Street, there is no concern about vehicle stacking for the proposed coffee shop and drive through causing congestion upon public streets. Pedestrians. There is an existing trail along Parrish Avenue (CSAH 42) and 90th Street (CSAH 39 abutting the west and north plat lines. A sidewalk is also in place along the north side of 88th Street abutting the subject site. The site plan provides for a pedestrian connection from the proposed coffee shop to the sidewalk on 88th Street just west of the driveway and there is an extension of the sidewalk along the north line of the building to connect to the trail along Parrish Avenue (CSAH 42) allowing for good pedestrian access. 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. 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 approval of a building permit and is to be subject to review and approval of the Zoning Administrator. 6 Waste Storage. The site plan shows a location for waste storage north of the proposed principal building within Lot 1, Block 1. The location of the waste container enclosure will need to be adjusted to provide for a 30 foot setback from the west lot line abutting Parrish Avenue. The architectural details of the enclosure comply the requirements of Section 11-18-4.C of the Zoning Ordinance. Signs. Section 11-37-5.C of the Zoning Ordinance allows the following signs for lots within the B-3 District:  Freestanding: One freestanding sign not to exceed 100 square feet in area or 20 feet in height. The site plan illustrates a freestanding pylon sign to be located in the yard along Parrish Avenue (CSAH 42) at the northwest corner of Lot 1, Block 1 where it will be most visible from the 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) roundabout. The proposed sign is to be 97 square feet in area and 20 feet in height, which complies with the provisions of the Zoning Ordinance. Section 11-35-5.C.6.a of the Zoning Ordinance allows a second free standing sign for lots abutting arterial or collector streets where access is not allowed so as to provide direction to the driveway. The sign must be in the yard abutting the street that the site has access to and is limited to 64 square feet in area and a height of 15 feet. The site plans show a location at the southeast corner of the lot as a potential future installation.  Wall Signs: Signs up to 15% of the wall area facing not more than two public streets with individual signs limited to a maximum area of 100 square feet. The architectural elevations illustrate wall signs on the north, west, and south elevations of the principal building. The signs on three wall faces is not allowed for properties within the B3 District and north line of Lot 1, Block 1 does not abut a public right-of-way meaning the sign on the north elevation must be removed. The area and location of proposed signs for Lot 1, Block 1 is to be verified with an application for a sign permit, subject to review and approval of the Zoning Administrator. No changes are proposed for signs on Lot 2, Block 1. Grading Plan. Plans for grading, erosion control, and storm water management have been submitted for the proposed preliminary plat. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. Payment of a Stormwater Impact Fee for the North Mississippi Watershed will be required to be paid at the time of final plat approval for Lot 1, Block 1. 7 Utilities. The subject site is within the East Sewer District established by the 2012 Comprehensive Plan and sewer and water utility services are available to the property. The developer has submitted a utility plan for connection of the proposed building on Lot 1, Block 1 to City sewer and water utilities, which is subject to review and approval of the City Engineer. 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 for the proposed based on the proposed occupancy and Fee Schedule in effect at that time. The existing bank office use on Lot 2, Block 1 has paid utility availability and connection fees and is connected to sewer and water services. 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. There are existing drainage and utility easements over the existing lot that are to be vacated and replaced by dedication of new drainage and utility easements as shown on the preliminary plat. The proposed drainage and utility easements are subject to review and approval of the City Engineer. Park Dedication. Section 10-8-15 of the Subdivision Ordinance establishes park dedication requirements for new subdivisions. Park requirements for the proposed preliminary plat apply only to Lot 1, Block 1 being a new lot created by the subdivision. The Parks System Master Plan does not identify the need to acquire land from the subject site for City parks. Park dedication requirements for Lot 1, Block 1 are to be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the current fee schedule. 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. Section 11-9-7 of the Zoning Ordinance also requires that the developer enter into a Site Improvement Performance Agreement with the City to provide for construction of the project improvements within the subject site. The City Attorney will draft the required document, which is subject to approval by resolution of the City Council concurrent with the zoning and subdivision applications. Criteria. Consideration of the PUD-CUP for the lot requirements applicable to Lot 1, Block 1 and CUP for a convenience food use is to be based upon, but not limited to, the criteria established by Section 11-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. 8 Comment: The Comprehensive Plan guides the subject site for commercial land uses as part of the City’s primary retail, service, and office district. The existing bank office use is consistent with the goals of the Comprehensive Plan. The proposed preliminary plat and coffee shop use increases utilization of the property for commercial uses adding retail and service choices within the area, increases employment opportunities, and expanding tax base. The land use and economic development outcomes resulting from the proposed subdivision and use of the property are consistent with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The proposed coffee shop will be compatible with commercial and institutional uses in the area of the subject site. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed use complies with the performance standards of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as specifically modified by the PUD-CUP as being consistent with the intent of the standard. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via 90th Street (CSAH 39) and Parrish Avenue (CSAH 42), which are minor arterial roadways, and 88th Street designated by the Transportation Plan, which is a local commercial street. The existing streets serving the subject site have adequate constructed capacity to accommodate traffic generated by the proposed use. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The preliminary plat is located within the East Sewer District where the City has adequate service capacity and infrastructure to accommodate the proposed use. RECOMMENDATION The proposed preliminary plat and development plans for Lot 1, Block 1 expand commercial development within the City’s primary commercial area and result in greater utilization of the subject site. The proposed development is consistent with the policies of the Comprehensive Plan and the provisions of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications as outlined below. 9 POSSIBLE ACTIONS A. Motion to recommend approval of a preliminary plat of MRD Commercial Park Second Addition; vacation of existing drainage and utility easement; and approval of a Planned Unit Development-Conditional Use Permit, Conditional Use Permit, and Site and Building Plan review for Lot 1, Block 1 subject to the conditions presented on the respective findings of fact and decision. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance. C. Motion to table. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Wright County, MN 461 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 JAVA PROPERTIES STARBUCKS OTSEGO, MN INDEX OF SHEETS: C001 COVER SHEET C101 EXISTING CONDITIONS & REMOVALS C201 CIVIL SITE PLAN C301 GRADING PLAN C401 UTILITY PLAN C501 EROSION CONTROL PLAN C601 CIVIL DETAILS C602 CIVIL DETAILS C603 EROSION CONTROL DETAILS C604 CIVIL SPECIFICATIONS C605 CIVIL SPECIFICATIONS C606 CIVIL SPECIFICATIONS GENERAL NOTES: 1.TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 2.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT OWNER JAVA PROPERTIES MARK KROGH 879 SCHEFFER AVE ST. PAUL, MN 55102 CIVIL ENGINEER DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER 3339 W. ST. GERMAIN SUITE 250 ST. CLOUD, MN 56301 TEL: (320) 227-0203 EMAIL: MJG@dte-ls.comMN-101COUNTY RD 39 NE PARRISH AVE NE (CSAH 42)PROPERTY LOCATION PROJECT CONTACTS THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. BENCHMARK INFORMATION: BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTY CORNER. ELEV=872.79 (NAVD 88) COVER SHEET C001 CO UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllNOTES: 1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3.SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4.SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVE TREE 1 2 SAWCUT EXISTING BITUMINOUS PAVEMENT SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT REMOVE EXISTING BITUMINOUS PAVEMENT AS NEEDED FOR UTILITY CONNECTION REMOVE EXISTING CURB & GUTTER RELOCATE EXISTING LIGHT POLE, COORDINATE NEW LOCATION WITH POLE OWNER 3 4 KEY NOTES: THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. 0'20'40'PARRISH AVENUE NE (CSAH 42)EXISTING CONDITIONS & REMOVALS C101 NE 88TH STREET 2 1 2 11 2 2 3 3 4 4 BENCHMARK INFORMATION: BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTY CORNER. ELEV=872.79 (NAVD 88) LEGEND HYDRANT SANITARY MANHOLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB UTILITY PEDESTAL COMMUNICATIONS PEDESTAL POWER TRANSFORMER UNKNOWN CLEANOUT STORM SEWER LINE SANITARY SEWER LINE WATERMAIN UNDERGROUND ELECTRIC CONCRETE PAVEMENT BITUMINOUS PAVEMENT LANDSCAPING BUILDING UGE l CO 5 5 5 CO DO NOTENTERDRIV E THRU ENTE R PARKING INFORMATION PARKING STALLS 19 STALLS ACCESSIBLE STALLS 1 STALLS TOTAL PARKING STALLS 20 STALLS DRIVE THRU STALLS 14 STALLS PROPERTY INFORMATION PROPOSED PROPERTY AREA 0.688 AC DISTURBED AREA 0.75 ±AC INCREASE IMPERVIOUS AREA 19,256 SF (0.44 AC) PROPOSED SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CURB AND GUTTER TIPPED CURB AND GUTTER TRAFFIC CONTROL SIGNAGE PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL 0'20'40' NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3.ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 5.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8.CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 9.CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. CIVIL SITE PLAN C201PARRISH AVENUE NE (CSAH 42)PROPOSED BUILDING NE 88TH STREET15.00PARKINGSETBACK10.82 10.30 7 8 5 9.00 (TYP)18.00(TYP)18.0 0 (TYP)9.00(TYP )24.009.00(TYP)22.1422.00 (TYP.) 8.00 8.00 18.9720.1 3 7.83 8.17 10.55 R5.00 R5.00 R15.00R3.24R50.00R18.00 R30.00R3.67R7.00 R20.00R22.00R5.00R 2 0 . 0 0 R 2 2 . 0 0 R22.00R18.00R2.00 1 2 B612 CURB AND GUTTER CONCRETE PATIO AREA ADA PEDESTRIAN RAMP (SEE DETAILS) PARKING STRIPING CLEARANCE ARM, PREVIEW BOARD, SPEAKER BOX, MENU BOARD (SEE ARCHITECTURAL) CONCRETE PATIO WALL (SEE ARCHITECTURAL) "ACCESSIBLE PARKING" SIGN ATTACHED TO COLUMN "NO PARKING" SIGN ATTACHED TO COLUMN TRASH ENCLOSURE (SEE ARCHITECTURAL) PAINTED PAVEMENT MESSAGE AND DIRECTIONAL ARROWS CROSSWALK STRIPING ELECTRICAL TRANSFORMER (SEE ELECTRICAL) BIKE RACK (SEE ARCHITECTURAL) RELOCATE LIGHT POLE, COORDINATE NEW LOCATION WITH LIGHT POLE OWNER MONUMENT SIGN (SEE ARCHITECTURAL) PYLON SIGN (SEE SIGN PLAN) MOP SIGN (SEE ARCHITECTURAL) WHEEL STOP (SEE ARCHITECTURAL) DIRECTIONAL SIGN & POST (SEE ARCHITECTURAL) "DO NOT ENTER" SIGN & POST BITUMINOUS STREET REPAIR 3 4 5 KEY NOTES: 6 7 8 9 10 11 12 1 1 1 1 1 3 4 4 4 5 5 5 6 7 8 9 10 10 10 10 11 13 13 R12.00PROPOSED PROPERTY LINE PROPOSED PROPERTY L INE 6.00 2 14 14 14 11 4.0012 30.00BUILDINGSETBACK15.00 PARKING SETBACK 30.00 BUILDING SETBACK 4.69 18.00 (TYP.)R8.29R10.79R25.24 8.4221.00 2.008.6712.008.42 8.41PROPOSED PROPERTY LINE22.00 15 16 15 16 3 3 3 3 17 18 19 17 18 18 19 19 22.00(TYP.)12.0010 20 20 20.7512.00 21 21 10 CO UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllll870 870 869 870870 869 869868869 870870 DO NOTENTERDRIV E THRU ENTE R 69.30 70.43 69.36 70.14 68.80 69.10 68.71 70.79 70.3570.14 69.9470.14 70.60 69.64 70.50 69.89 69.85 69.60 69.59 70.21 69.50 69.75 70.43 70.51 69.83 69.92 69.94 69.89 70.23 70.41 69.03 69.85 70.09 68.43 69.19 69.00 70.20 69.58 69.98 70.30 70.16 70.10 70.33 69.93 70.03 70.50 70.28 70.30 69.24 69.45 70.14 69.43 69.68 69.18 68.82 70.35 70.50 70.32 70.79 68.35 68.67 70.10 69.92 70.10 69.90 69.80 69.75 69.96 69.93 70.96 70.96 70.59TC 70.65TC 70.72 70.57 70.78 70.84 70.32 70.00 70.00 GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* = PROPOSED SPOT ELEVATION* = PROPOSED SURFACE FLOW DIRECTION *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. 100 NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 8.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 10.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 11.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. XX.XX 1 2 MATCH INTO EXISTING BITUMINOUS PAVEMENT MATCH INTO EXISTING CURB & GUTTER GRADE BREAK ADA PEDESTRIAN RAMP (SEE DETAILS) PROVIDE DRAINAGE WEEP OPENING THROUGH CONCRETE PATIO WALL AT LOW POINT 3 4 KEY NOTES: THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. 0'20'40'PARRISH AVENUE NE (CSAH 42)PROPOSED BUILDING FFE=871.00 GRADING PLAN C301 NE 88TH STREET BENCHMARK INFORMATION: BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTY CORNER. ELEV=872.79 (NAVD 88) 1 1 1 1 1 2 2 22 3 3 3 3 BENCHMARK (TOP NUT HYDRANT) ELEV:872.79 1 4 4 4 3 5 5 CO UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllDO NOTENTERDRIV E THRU ENTE R = EXISTING HYDRANT = EXISTING CURB STOP = EXISTING GATE VALVE = EXISTING SANITARY MANHOLE = EXISTING CLEANOUT = EXISTING STORM MANHOLE = EXISTING CATCH BASIN = EXISTING CULVERT APRON = EXISTING WATER LINE = EXISTING SANITARY LINE = EXISTING STORM LINE = PROPOSED HYDRANT = PROPOSED CURB STOP = PROPOSED GATE VALVE = PROPOSED SANITARY MANHOLE = PROPOSED CLEANOUT = PROPOSED STORM MANHOLE = PROPOSED CATCH BASIN = PROPOSED CULVERT APRON = PROPOSED WATER LINE = PROPOSED SANITARY LINE = PROPOSED STORM LINE CO D lUTILITY LEGEND l>NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5.SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 8.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. 10.SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 12.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 15.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. 0'20'40'PARRISH AVENUE NE (CSAH 42)UTILITY PLAN C401 NE 88TH STREET 6" CLEANOUT RIM:870.39 INV:865.29 6" CLEANOUT RIM:870.40 INV:865.00 1.5" WET TAP 1.5" CURB STOP 30 LF - 1.5" PE WATER SERVICE @ 8' MIN. BURY STORM MANHOLE-1 (72"Ø) W/ NEENAH 3067 OR EQUIVALENT DL OR DR GRATE RIM:866.92 INV N:863.14 EX INV E,W:859.12 (FIELD VERIFY) STORM MANHOLE-2 (60"Ø) (OUTLET STRUCTURE) RIM:868.80 INV N:861.25 INV S:863.70 CATCH BASIN-3 (60"Ø) RIM:868.35 INV NW: 863.87 INV S:861.25 CATCH BASIN-2 (48"Ø) RIM:868.66 INV:863.94 CATCH BASIN-2 (60"Ø) RIM:869.40 INV:864.70 CONNECT TO EXISTING SANITARY SEWER (EX.INV:843.84) (FIELD VERIFY DEPTH AND LOCATION) 4" CLEANOUTS WITHIN 5' OF BUILDING RIM: 870.50 INV:862.50 PROPOSED BUILDING FFE=871.00 BENCHMARK INFORMATION: BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTY CORNER. ELEV=872.79 (NAVD 88) 60 TOTAL LF - 4" PVC SANITARY SEWER SERVICE @ 2.00% MIN. BENCHMARK (TOP NUT HYDRANT) ELEV:872.79 28 LF - 12" RCP @ 2.00% 131 LF - 36" PERFORATED HDPE @ 0.00% IN STONE BEDDING (SEE TABLE) (SEE DETAIL) 14 LF - 12" HDPE @ 0.50% 151 LF - 12" HDPE @ 0.50% 118 LF - 6" SCH 40 PVC @ 0.50% ROOF DRAIN CONNECTION ROOF DRAIN CONNECTION GREASE INTERCEPTOR W/ 4" CLEANOUTS (SEE PLUMBING) 4"x4" WYE 36" PERFORATED PE STORM SEWER INFORMATION BOTTOM STONE EL:860.50 36" HDPE INV EL:861.25 TOP STONE EL:865.00 STONE POROSITY:0.40 BOTTOM STONE THICKNESS:6 IN. TOP STONE THICKNESS:6 IN. SIDE STONE THICKNESS:18 IN. PROPOSED IMPERVIOUS AREA:19,256 SF VOLUME RETENTION REQUIRED (1.1" x 19,256 SF )1,765 CF OUTLET INVERT ELEV:863.70 VOLUME RETENTION PROVIDED (BELOW OUTLET):1,775 CF DESIGN INFILTRATION RATE:0.8 IN/HR DRAWDOWN TIME:48 HRS CO UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllllllll============================DO NOTENTERDRIV E THRU ENTE R NOTES: 1.ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. 3.INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4.PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5.TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6.NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7.REFER TO THE CITY OF OTSEGO EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 9.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. EROSION CONTROL QUANTITIES: STABILIZED CONSTRUCTION EXIT (1 EA) SILT FENCE (716 LF) MNDOT SEED MIX 25-151 (HYDROSEED OR SOD)(0.40 AC) INLET PROTECTION (4 EA) NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. = THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. 0'20'40'PARRISH AVENUE NE (CSAH 42)PROPOSED BUILDING EROSION CONTROL PLAN C501 NE 88TH STREET STABILIZED CONSTRUCTION EXIT INLET PROTECTION INLET PROTECTION SILT FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE INLET PROTECTION MAXIMUM SPACING 90' 4" (B) 2 1 1.0-12" DEPTH TRENCH SLOPE DEPENDS ON SOIL TYPE. 2.12-20' DEPTH TRENCH SLOPE DEPENDS ON SOIL TYPE. 3.0-20' DEPTH TRENCH SUPPORT OR SHIELD SYSTEM CAN BE UTILIZED TO REDUCE TRENCH WIDTH. 4.20' OR GREATER DEPTH TRENCH EXCAVATION MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. CONTRACTOR SHALL HAVE THE DESIGN COMPLETED AT HIS EXPENSE AND PROVIDE A COPY TO THE OWNER AND THE PROJECT ENGINEER. (A)MINIMUM TRENCH WIDTH SHALL ALLOW FOR SIX INCHES OF CLEARANCE ON EACH SIDE OF PIPE JOINT HUB. (B)THE TRENCH MAY BE OVEREXCAVATED A MIN. OF 6" & BACKFILLED WITH COMPACTED GRANULAR MATERIALS WHEN ROCK, INCOMPRESSIBLE MATERIALS, OR UNSTABLE SOILS ARE ENCOUNTERED. (C)COMPACTED GRANULAR ENCASEMENT MATERIAL SHALL COVER THE TOP OF PIPE BY AT LEAST 12" AND EXTEND THE FULL WIDTH OF THE TRENCH OR AT LEAST 2 1/2" TIMES THE PIPE DIAMETER ON EACH SIDE OF THE PIPE. (D)BEDDING AND HAUNCHING MATERIAL SHALL BE PLACED AND COMPACTED TO PROVIDE FULL SUPPORT FOR THE LENGTH OF THE PIPE. NOTES: 1.THIS DETAIL APPLIES TO SANITARY SEWER, STORM SEWER, WATERMAIN, AND ALL SERVICE PIPES. PIPE WIDTH (A) COMPACTED GRANULAR ENCASEMENT MATERIAL GRANULAR BEDDING MATERIAL 12" (C) 3.5' MAX. 1/2 PIPE DIA. (D) PIPE CASTING REQUIRED ON CLEANOUT IN PAVEMENT OR UNDEVELOPED AREA. CASTING SHALL BE NEENAH R-1970 SERIES PER TABLE BELOW, OR ACCEPTED EQUAL. PVC THREADED PLUG 3" BELOW CASTING RISER LONG SWEEP BEND COMBINATION WYE SIGN PANELS AS SPECIFIED OR AS SHOWN ON THE PLANS OR SIGN LEGEND STREET SIGNS 1.SHALL BE V.I.P. (VISUAL IMPACT PERFORMANCE) REFLECTIVE SHEETING PER MNDOT 3352.2A.2. 2.ATTACH TO SIGN POST WITH 3 8" DRIVE RIVET AND NYLON WASHER 3.INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISH GRADE SIGN POSTS 1.1-3/4" SQUARE 2.14 GAUGE WITH PUNCHED HOLES. 3.MINIMUM 8 FEET, MAXIMUM 12 FEET LONG. (LENGTH REQUIRED TO BE DETERMINED BY THE SIZE OF THE SIGN PANEL). 4.ATTACHED TO ANCHOR SYSTEM WITH 5/16" BY 2-1/2" GALVANIZED BOLT WITH WASHER AND NUT. 5.SIGN POSTS TO BE LOCATED WITHIN CONCRETE AS DIRECTED BY ENGINEER. ANCHOR SYSTEM IF IN CONCRETE 1.2" SQUARE 2.12 GAUGE. 3.3 FEET LONG. 4.ANCHOR SLEEVE a.2-1/4" SQUARE. b.12 GAUGE. c.18 INCHES LONG. 5.ANCHOR POST AND ANCHOR SLEEVE TO BE INSTALLED PRIOR TO PLACING CONCRETE MEDIAN WITH TWO BOLT HOLES COMPLETELY EXPOSED AND ACCESSIBLE ABOVE MEDIAN GRADE. NOTES: 1.ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS SHALL BE TELESPAR SQUARE TUBE SYSTEMS AS DISTRIBUTED BY UNISTRUT CORPORATION, OR EQUAL. 2.ACCESSIBLE PARKING SIGNAGE SHALL BE PROVIDED AND INSTALLED IN COMPLIANCE WITH THE MN ACCESSIBILITY CODE. END OF LINE CLEANOUT IN LINE CLEANOUT TYPICAL PIPE BEDDING DETAILSEWER CLEANOUT CASTING DETAIL NOTES: 1 FOUNDATION MATERIAL - NATURAL OR CRUSHED 1 1/2" ROCK ON ALL WYES AND SERVICE RISER CLEANOUTS. 2 IN WET OR UNSUITABLE MATERIAL, BED ENTIRE SERVICE IN 1-1/2" NATURAL OR CRUSHED ROCK. 1 FOUNDATION MATERIAL (SEE NOTES) TYPICAL SIGN INSTALLATION DETAIL CO Ø CASTING # 4"R-1970 6"R-1973-A 8"R-1976 CONCRETE OR EXISTING GROUND NON-WOVEN GEOTEXTILE FABRIC AROUND ROCK ENCASEMENT 36" PERFORATED HDPE STORM SEWER 1" - 2" UNIFORMLY GRADED CRUSHED ROCK (WASHED) 6" 6" 18"18" ROCK ENCASED PERFORATED PIPE DETAIL THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. CIVIL DETAILS C601 VARIES VARIABLE WIDTH 2% MAX. CROSS SLOPE 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 CONCRETE SIDEWALK MN/DOT SPEC. 2521, MIX NO. 3F52 CONTRACTION JOINTS PER MN/DOT SPEC. 2521 1/2" EXPANSION JOINT COMPACTED GRANULAR MATERIAL6" 4" COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE 6" CLASS 5 AGGREGATE BASE 2" NON-WEARING COURSE (SPNWB330B) TACK COAT 2" WEARING COURSE (SPWEB340B) CURB AND GUTTER MATCH EXISTING 2" SPWEB340B WEAR COURSE OR MATCH THICKNESS WHICHEVER IS GREATER 2" SPNWB330B NON-WEAR COURSE OR MATCH THICKNESS WHICHEVER IS GREATER 2357 TACK COAT BETWEEN LIFTS COMPACTED CLASS 5 AGGREGATE BASE (MATCH EXISTING THICKNESS) MATCH ROAD SLOPE SAW CUT EXISTING BITUMINOUS SURFACE 6" 13-1/2" 1 3 SLOPE34" PER FT 1/2" R 6" 3" R 1/2" R 7" 8"VARIES SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT SECTIONHEAVY DUTY BITUMINOUS PAVEMENT SECTION TYPICAL SIDEWALK DETAIL NOTES: 1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. BITUMINOUS STREET REPAIR, CURB & GUTTER INSTALLATION DETAIL TIPPED GUTTER COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE 6" CLASS 5 AGGREGATE BASE 2" NON-WEARING COURSE (SPNWB330B) TACK COAT 1-1/2" WEARING COURSE (SPWEA340B) CLASS 5 AGGREGATE BASE6" 6"CONCRETE CONCRETE PAVEMENT SECTIONCURB & GUTTER DETAILS NOTES: 1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. B6 CURB THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. CIVIL DETAILS C602 AA PLAN SECTION A-A EXCAVATED WASHOUT STRUCTURE PLAN SECTION B-B BB STAPLE DETAIL WASHOUT STRUCTURE WITH STRAW BALES NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH BB PLAN SECTION B-B WASHOUT STRUCTURE WITH WOOD PLANKS CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. WOOD FRAME IMPERMEABLE SHEETING IMPERMEABLE SHEETING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES STAKE (TYP.) STAKE (TYP.) IMPERMEABLE SHEETING STRAW BALE (TYP.) STAPLES (2 PER BALE) BINDING WIRE STRAW BALE (TYP.) IMPERMEABLE SHEETING 1/8" DIA. STEEL WIRE WOOD OR METAL STAKES (2 PER BALE) SANDBAG IMPERMEABLE SHEETING IMPERMEABLE SHEETING 1:1 OR FLATTER SIDE SLOPE SANDBAG OR EQUIVALENT 10' TYP. 10' TYP.3' TYP. 10' TYP. 2" 4" 3' TYP. 10' TYP. 10' TYP. 3' TYP. 10' TYP. 10' TYP. CONCRETE WASHOUT DETAILS THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. EROSION CONTROL DETAILS C603 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. CIVIL SPECIFICATIONS C604 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. CIVIL SPECIFICATIONS C605 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 4/3/2023MICHAEL J. GERBER 56653 10922014 STARBUCKS OTSEGO, MN 01/31/2023 MJG JEA 1 01/31/2023 SITE PLAN REVIEW 2 04/03/2023 SITE PLAN REVIEW REV. CIVIL SPECIFICATIONS C606 UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>l870870869870870869 869868869870870 DO NOTENTERDRIVETHRUENTER3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH& EDGINGEX. TREE TO REMAINSODSODSODSODSODSODSODSODSOD3" ROCK MULCH& EDGINGSOD REPAIR AS NECCESARY3" ROCK MULCH3" ROCK MULCHSY (2)KF (14)AF (5)KF (14)AF (5)KF (7)AF (2)NS (33)SJ (9)PH (2)SE (12)NS (23)CH (3)AF (14)KF (35)SD (11)AJ (7)GL (4)NS (16)AJ (3)SD (7)SE (3)KF (12)SE (7)SD (6)SE (13)AJ (6)AB (1)AB (2)AB (2)AB (5)AB (3)AB (1)SOD REPAIR AS NECCESARYSE (9)KF (7)AF (2)SODAB (1)GL (5)NS (18)3" ROCK MULCH& EDGINGSE (4)NS (8)SD (6)PROJECT NAMESHEET NUMBERSHEET TITLE02-03-2023SITE PLAN REVIEW04-03-2023SITE PLAN REVIEW REV.Exp:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559706-30-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOGSTARBUCKSOTSEGO, MNPARRISH AVE &88TH ST NEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLERSCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADELANDSCAPE NOTES:·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY.·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITHOTHERS ON SITE.·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND BE FREE OF DISEASE AND DAMAGE.··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION ANDACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT.··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER.·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPAREDTO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE.·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESSOTHERWISE SPECIFIED ON PLANS.··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS ANDWEEDS.··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY.··NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION.··STAKE SOD ON SLOPES 3:1 AND GREATER.·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALLOTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE.·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN.·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4"DEPTH.··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES.··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK.··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS.·ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITHAPPROVED WEED FABRIC BARRIER.·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETEAND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THEMUNICIPALITY.LANDSCAPEPLANL101Know what'sbelow.before you dig.CallRN0SCALE: 1"=20'201040DECIDUOUS TREESCH2.5" CAL.B&B50'H x 50'WCOMMON HACKBERRYCeltis occidentalisLANDSCAPE PLANT LEGENDEVERGREEN TREESSJB&B15'H x 4'WSPARTAN JUNIPERJuniperus chinensis 'Spartan'6' HTSY2.5" CAL.B&B60'H x 45'WEXCLAMATION! SYCAMOREPlatanus x acerifolia 'Morton Circle'329SHRUBSAJPOT6'H x 4'W16AMBER JUBILEE NINEBARKPhysocarpus opulifolius 'Jefam'AFPOT5'H x 4'W28ARCTIC FIRE DOGWOODCornus stolonifera 'Farrow'GLPOT2'H x 8'W9GRO-LOW FRAGRANT SUMACRhus aromatica 'Gro-Low'SDPOT30STELLA DE ORO DAYLILYHemerocallis 'Stella de Oro'SEPOT1.5'H x 2'W48AUTUMN FIRESedum x 'Autumn Fire'KF#1 CONT.POT4'H x 3'W89KARL FORESTER FEATHER REED GRASSCalamagrotis x acutiflora 'Karl Forester'NS#1 CONT.POT4'H x 2.5'W82NORTHWIND SWITCH GRASSPanicum virgatum 'Northwind'ORNAMENTAL GRASSESPERENNIALS#2 CONT.#2 CONT.#2 CONT.#1 CONT.#1 CONT.1.5'H x 2'WABVARIES2'-5'15ASSORTED LIMESTONE BOULDERSLOCAL SOURCEPH2" CAL.B&B35'H x 25'WPRAIRIE HORIZON ALDERAlnus hirsuta 'Harbin'2SOD - 1,056 SYEDGING - 560 LFROCK MULCH - 29 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 1 CY UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>l870870869870870869 869868869870870 DO NOTENTERDRIVETHRUENTER3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH& EDGINGEX. TREE TO REMAINSODSODSODSODSODSODSODSODSOD3" ROCK MULCH& EDGINGSOD REPAIR AS NECCESARY3" ROCK MULCH3" ROCK MULCHSOD REPAIR AS NECCESARYSOD3" ROCK MULCH& EDGINGPROJECT NAMESHEET NUMBERSHEET TITLE02-03-2023SITE PLAN REVIEW04-03-2023SITE PLAN REVIEW REV.Exp:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559706-30-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOGSTARBUCKSOTSEGO, MNPARRISH AVE &88TH ST NEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLERGROUNDCOVERPLANL102Know what'sbelow.before you dig.CallRN0SCALE: 1"=20'201040IRRIGATION NOTES:·IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALLLANDSCAPE AREAS WITH SOD AND PLANTINGS.··MINIMIZE OVERSPRAY ON BUILDINGS ANDPAVEMENT.··DRIP IRRIGATION TO BE PROVIDED FOR ALLLANDSCAPE BEDS.·CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICALPLANS FOR WATER STUB OUT AND ELECTRICALLOCATIONS.··CONTRACTOR TO VERIFY WATER STUB OUT SIZE ISSUFFICIENT, NOTIFY OWNER OF ANY DEFICIENCY.··CONTRACTOR TO VERIFY CONTROLLER LOCATIONWITH OWNER BEFORE INSTALLATION.··RPZ BACKFLOW PREVENTER TO BE USED AT WATERSTUB OUT.··CONTROLLER TO BE A WATERSENSE WEATHER BASEDIRRIGATION CONTROLLER (WBIC).·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIEDAND MARKED BEFORE STARTING WORK.··CONTRACTOR IS LIABLE FOR ANY DAMAGE TOEXISTING UTILITIES ON SITE AND RESPONSIBLE FORTHE COSTS ASSOCIATED WITHREPAIRING/REPLACING DAMAGE.·CONTRACTOR TO COORDINATE WITH GENERALCONTRACTOR IN ORDER TO PROVIDE ALL PVC SLEEVESAT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARKLOCATIONS OF PLACED PVC SLEEVES.·CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6"BELOW FINISH GRADE, LATERAL LINES MINIMUM 1'-0'BELOW FINISH GRADE.·WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICEONLY AT BOXES WITH MOISTURE RATED CONNECTORS.·VALVES BOXES AND COVERS SHOULD BE BEST COLOR TOMATCH WITH SURROUNDING LANDSCAPE.··BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH3/4" CLEAR GRAVEL.··PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE.·TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARPOBJECTS AND ROCKS.·CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TOOWNERS UPON COMPLETION OF WORK.NOTE: PROVIDE SECOND WATER METER FOR IRRIGATION.SOD - 1,056 SYEDGING - 560 LFROCK MULCH - 29 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 1 CY CO W UGE UGE UGEUGEUGEUGEUGE UGE UGE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGElllllllllOHE OHE OHE OHE OHE OHE OHE OHE lllllllllllllllllllllllllllllllllN89°37'38"E 300.09 N00°17'19"W 537.54S89°24'58"W 198.95 S44°46'42"W 71.16N00°22'33"W21.18S89°37'38"W 46.93 S00°08'26"W 507.82S33°17 '53 "E 52 .97 N56° 4 2' 0 7" E 16.7 4 S33°17 '53 "E 165 .59S00°22'13"E32.38196.50 87.29300.32207.5047.9623.2016.30 S00°08'26"W 207.35N00°08'26"E 316.83S89°51'25"E 61.80 0 40'80' ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE SOUTH LINE OF LOT 1, BLOCK 1, MRD COMMERCIAL PARK, WRIGHT COUNTY, MINNESOTA, HAVING AN ASSUMED BEARING OF NORTH 89°37'47" EAST MRD COMMERICIAL PARK SECOND ADDITION PRELIMINARY PLAT OF LEGAL DESCRIPTION: Lot 1, Block 1, MRD COMMERCIAL PARK, Wright County, Minnesota. Abstract Property 164,137 SQ. FT+/- OR 3.77 ACRES +/- LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JONATHAN D. SCHUETTE, LS MINNESOTA LICENSE NO. 45352 TELEPHONE: (320) 762-1290 ENGINEER: DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER, PE MINNESOTA LICENSE NO. 56653 TELEPHONE: (320) 277- 0273 LOT AREAS: LOT 1 29,821 SQ. FT+/- OR 0.68 ACRES +/- LOT 2 125,906 SQ. FT+/- OR 2.89 ACRES +/- PARISH AVENUE NE 8,410 SQ. FT± OR 0.19 ACRES +/- SURVEYOR'S NOTES: Topography and contours are based upon measurements taken in the field by Design Tree on 12/12/2022. 1.The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 223360083. 2.All elevations are based on NGVD 88. 3.The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon an Ownership and Encumbrances Report prepared by Servion Title, Inc. dba Servion Commercial Title as agent for Old Republic National Title Insurance Company with a preparation date of October 05, 2022. 4.At the time of the survey some utility structures were unable to be opened and measured due to winter conditions. Some features may have been missed due to snow cover. OWNER: BANK OF ELK RIVER 630 MAIN ST. N.W. ELK RIVER, MN 55330-1594 = DENOTES FOUND IRON MONUMENT = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 OHE OHE UGT UGT FO FO UGE UGE GAS GAS l l LEGEND HYDRANT SANITARY MANHOLE STORM MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB COMMUNICATION PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER SANITARY SEWER CLEANOUT STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LANDSCAPING BUILDING PLATTED & EXISTING LOT LINES EXISTING RIGHT OF WAY EASEMENT LINES BOUNDARY LINE EDGE OF TREE LINE OR WOODS GAS METER HAND HOLE CO PRELIMINARY PLAT 1 of 1 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2023 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\SURVEY\V-PP-10922014.DWG #### 4/3/2023PREPARED FOR: 10922014 JAVA COMPANIES, LLC 15800 88TH ST. N.E. OTSEGO, MN 55330 CWK JDS 45352 Jonathan D. Schuette 1 3/31/23 DEDICATED R/W - PARISH AVE 2/3/2023 1 INCH = 40 FEET VICINITY MAP NOT TO SCALE SECTION 22, TOWNSHIP 121, RANGE 23 DEVELOPER: JAVA COMPANIES, LLC 879 SCHEFFER AVE ST. PAUL, MN 55102 ZONING: B-3- GENERAL BUSINESS DISTRICT LOT AREA:ONE ACRE LOT WIDTH: 200 FT. FRONT SETBACK FROM CENTERLINE: 65 FT. FRONT SETBACK FROM RIGHT-OF-WAY LINES: 30 FT. SIDE YARD SETBACK: 10 FT. REAR SETBACK: 20 FT. MAX BUILDING HEIGHT: 35 FT. BLOCK ONE LOT 1 ZONING: PUD PLANNED UNIT DEVELOPMENT DISTRICT ZONING: INS INSTITUTIONAL DISTRICT ZONING: B-3 GENERAL BUSINESS DISTRICTRIM:867.51 INV:UNAVAILABLE RIM:868.64 INV:UNAVAILABLE RIM:868.56 INV:UNAVAILABLE 10 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF MRD COMMERCIAL PARK 5 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF MRD COMMERCIAL PARK 10 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF MRD COMMERCIAL PARK RIM:865.24 INV:857.04 RIM:865.22 INV:UNAVAILABLE PARISH AVE NECO RD 39 NE 85TH ST NE 88TH ST NE PROPERTY LOCATION R I V E R RO A D N E 87TH ST NE PARSON AVE NEPAGE AVE NECO RD 4289TH ST NE 88TH ST NE PALM CREEK AVE NEPARELL AVE NEN LOT 2 TV PEDESTAL FLAG POLE MAILBOX 33 FOOT ROADWAY EASEMENT AND MAINTENANCE AGREEMENT PER DOC. NO. 475054 DRAINAGE & UTILITY EASEMENT PER DOC. NO. 708615 DRAINAGE & UTILITY EASEMENT PER DOC. NO. 708615 5 FOOT DRAINAGE & UTILITY EASEMENT PER DOC. NO. 724038 70' WIDE ELECTRIC TRANSMITION LINE EASEMENT PER DOC. NO A1030445 10 FOOT WIDE DRAINAGE & UTILITY EASEMENT PER DOC. NO. A1033294 15 FOOT ROADWAY EASEMENT PER DOC. NO. A1033295 ROADWAY EASEMENT PER DOC. NO. A1033295 HIGHWAY EASEMENT PER DOC. NO. A1417982 BENCHMARK TOP NUT HYDRANT ELEV: 872.79 130,957 SQ. FT. OR 3.01 ACRES +/- 33,181 SQ. FT. +/- OR 0.76 ACRES +/- OWNER: TAGRGET CORPORATION PID: 118-239-001020OWNER: COBORN REALTY COMPANY LPWELLW PARISH AVENUE NE N89°37'38"E 300.09N00°17'19"W 537.54 S89°24'58"W 198.95S 4 4 ° 4 6 ' 4 2 "W 7 1 . 1 6 N00°22'33"W 21.18 S89°37'38"W 46.93S00°08'26"W 507.82 S33° 1 7' 5 3" E 5 2. 9 7N56°42 '07 "E16.74 S33° 1 7' 5 3" E 1 6 5. 5 9 196.5087.294 7 . 9 6 2 3 . 2 0 16.30207.35316.83 S89°51'25"E 61.80S89°37'38"W 1016.44S00°22'22"E 52.82 S89°37'38"W 2651.10S00°08'26"W 524.18 S00°22'13"E 32.38 0 30'60' = DENOTES WRIGHT COUNTY MONUMENT = DENOTES FOUND IRON MONUMENT = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 VICINITY MAP NOT TO SCALE KNOW ALL PERSONS BY THESE PRESENTS: That The Bank of Elk River, a Minnesota banking corporation, owners of the following described property: Lot 1, Block 1, MRD Commercial Park, Wright County, Minnesota. Has caused the same to be surveyed and platted as MRD COMMERCIAL PARK SECOND ADDITION and do hereby dedicate to the public for public use the public way as created by this plat. In witness, whereof, said The Bank of Elk River, a Minnesota banking corporation, fee owner, has cause these presents to be signed by its proper officer this_______ day of _________________, 20____. Signed: The Bank of Elk River ____________________________________ Bill Lavigne, Chief Operating Officer STATE OF ___________________ COUNTY OF ___________________ This instrument was acknowledged before me on this_____ day of________________ ,20____ by Bill Lavigne, Chief Operating Officer for The Bank of Elk River, a Minnesota banking corporation, on behalf of the corporation. ______________________________signature ______________________________print Notary Public, ________________________________County, Minnesota My commission expires _______________________ I, Jonathan D. Schuette 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 correct representation 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 one year; 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 shown and labeled on this plat. _____________________________________ Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF ___________________ COUNTY OF ___________________ The foregoing Surveyor's Certificate was acknowledged before me on this _____ day of________________ ,20____ by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. ____________________________________ signature ____________________________________ print Notary Public, ________________________________County, Minnesota My commission expires _________________________ CITY COUNCIL, CITY OF OSTEGO, MINNESOTA This plat of MRD COMMERCIAL PARK SECOND ADDITION was approved by the City Council of Otsego, Minnesota, at a regular meeting held this ________day of ______________, 20____. ____________________________________ _____________________________________ Mayor City Clerk WRIGHT COUNTY SURVEYOR I 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 Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this _____ day of _________________, 20____. _____________________________________ Wright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant 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, Section 272.12, there are no delinquent taxes and transfer entered this _______ day of _________________, 20____ . _____________________________________ Wright County Land Records Administrator WRIGHT COUNTY RECORDER I 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 was duly recorded in Cabinet No. ___________, Sleeve ___________, as Document No. ______________________. ____________________________________ Wright County Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING 1 INCH = 30 FEET BEARING ORIENTATION: THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 121 NORTH, RANGE 23 WEST, IS ASSUMED TO BEAR SOUTH 89°37'38" WEST SITE SECTION 22, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MNPARISH AVE NECO RD 39 NE 85TH ST NE 88TH ST NE R I V E R RO A D N E 87TH ST NE PARSON AVE NEPAGE AVE NECO RD 4289TH ST NE 88TH ST NE PALM CREEK AVE NEPARELL AVE NEMRD COMMERICIAL PARK SECOND ADDITION BLOCK ONE LOT 1 LOT 2 NE CORNER OF SECTION 22, T.121, R.23 NORTH LINE OF THENE1/4 OF THE NE1/4,SECTION 22, T.121, R.23EASEMENT PER DOC.NO. A1030445EASEMENT PER DOC.NO. A103329410 FOOT DRAINAGE ANDUTILITY EASEMENT PERPLAT OF MRDCOMMERCIAL PARK5 FOOT DRAINAGE AND UTILITY EASEMENT PER PLAT OF MRD COMMERCIAL PARK33 FOOT WIDE EASEMENT PER DOC. NO. 475054 10 FOOT DRAINAGE ANDUTILITY EASEMENT PERPLAT OF MRDCOMMERCIAL PARK5 FOOT EASEMENT PERDOC. NO. 724038EASEMENT PER DOC. NO. 708615 10 FOOT DRAINAGE AND UTILITY EASEMENT PER PLAT OF MRD COMMERCIAL PARK EASEMENT PER DOC. NO. A1417982 PARISH AVENUE N.E. (C.S.A.H. NO. 42) 15 FOOT ROADWAY EASEMENT PER DOC. NO. A1033295 NORTH QUARTER CORNER OF SECTION 22, T.121, R.23 97 SQ.FT. Total 97 Sq.Ft. Scale 1/4” =1’-0”. DRIVE THRU Cottage Signs Brushed alumi. nished DiBond with vinyl graphics IDENTITY • INFORM • IMPACT Cottage Signs Brushed alumi. nished DiBond with vinyl graphics IDENTITY • INFORM • IMPACT Starbucks pylon Double faced pylon with electronic display IDENTITY • INFORM • IMPACT SPECIFICATIONS Double faced 8’6” x 8’-6” x 22”dPolycarbonate face with digital print graphicsInternally LED illuminatedCabinet and framing aluminum constructionPaint cabinet and upright pole support10” dia poleBase 3 cubic yds . auger 36” dia x 12’ deepor dig 4’ x 4’x 5’ D Main Office: 3601 Thurston Avenue, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 www.haa-inc.com May 18, 2023 Michael Gerber Design Tree 3339 W. St. Germain Suite 250 St. Cloud, MN 56301 Re: Starbucks Construction Plan Acceptance Dear Ms. Gerber, Ronald Wagner, P.E., City Engineer has reviewed the Construction Plan dated 01/31/2023 with revisions dated 4/17/23 for Starbucks and found them acceptable. All engineer’s comments have been addressed. Please provide an approval signature line for Ronald J. Wagner, P.E., City Engineer on the cover sheet to sign and finalized plan acceptance. If you have any further questions, need additional information, or wish to discuss any of these items in greater detail please contact myself, or Mr. Ronald Wagner, P.E., City Engineer, at 763-427-5860. Sincerely, HAKANSON ANDERSON ASSOCIATES, INC. ___________________________________ Abdullah Alqwaizani, E.I.T. cc: Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Dan Licht, City Planner Dave Kendall, City Attorney Stuart Teigen, City Attorney Ronald Wagner, P.E., City Engineer 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2023-36 APPROVING VACATION OF EXISTING DRAINAGE AND UTILITY EASEMENTS WITHIN THE PLAT OF MRD COMMERCIAL PARK WHEREAS, the Bank of Elk River has initiated vacation of existing drainage and utility easements dedicated over Lot 1, Block 1, MRD Commercial Park; 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 MRD Commercial Park Second Addition; and WHEREAS, the Planning Commission held a public hearing at their regular meeting on 20 March 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 7-0 to recommend the City Council approve the vacation request; and WHEREAS, the Request for Council Action dated 22 May 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. 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 Lot 1, Block 1, MRD Commercial Park are hereby vacated. 2. The vacation shall be effective upon recording a final plat for the MRD Commercial Park Second 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 ADOPTED by the Otsego City Council this 22nd day of May, 2023. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk v3-1May23 1 MRD COMMERCIAL PARK SECOND ADDITION FINDINGS OF FACT & DECISION APPLICANT: Java Otsego Coffee LLC APPLICATION: Request for preliminary and final plat of MRD Commercial Park Second Addition. CITY COUNCIL MEETING: 22 May 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 Lot 1, Block 1, MRD Commercial Park. B. The property lies within the East Sewer District and is guided for commercial land use by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned B-1, Retail Business District. D. The applicant is requesting approval of a preliminary plat and final plat consisting of two lots. E. The Request for Council Action dated 22 May 2023 prepared by the City Planner, The Planning Company LLC, is incorporated herein. 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. The preliminary plat and final plat shall be subject to review and approval of Wright County. 3. Additional right-of-way needs for 88th Street shall be subject to review and approval of the City Engineer. 4. An ingress/egress easement shall be recorded over Lots 1 and 2, Block 1, subject to review and approval of the Zoning Administrator. 5. The developer shall pay a Stormwater Impact Fee for Lot 1, Block 1 in accordance with the current fee schedule in effect at the time a Site Improvement Performance Agreement is executed. v3-1May23 2 6. The developer shall pay Utility Availability Charges for Lot 1, Block 1 in accordance with the City Code and the current fee schedule in effect at the time a Site Improvement Performance Agreement is executed. 7. All drainage and utility easements shall be subject to review and approval of the City Engineer. 8. The developer shall pay a cash fee in lieu of land to satisfy park dedication requirements for Lot 1, Block 1 in accordance with the Subdivision Ordinance and the current fee schedule in effect at the time a Site Improvement Performance Agreement is executed. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 22nd day of May 2023. CITY OF OTSEGO By:________________________________ Jessica L. Stockamp, Mayor Attest: By:____________________________ Audra Etzel, City Clerk v4-17May23 1 PUD-CUP/CUP/SITE AND BUILDING PLANS FINDINGS OF FACT & DECISION APPLICANT: Java Otsego Coffee LLC APPLICATION: Request for approval of a Planned Unit Development-Conditional Use Permit, Conditional Use Permit, and Site and Building Plans for a proposed coffee shop with drive through. CITY COUNCIL MEETING: 22 May 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 Lot 1, Block 1, MRD Commercial Park Second addition. B. The property lies within the East Sewer District and is guided for commercial land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned B-1, Retail Business District. D. The applicant is requesting approval of a PUD-CUP, CUP, and Site and Building Plans for development of a coffee shop with drive through. E. The Request for Council Action dated 22 May 2023 prepared by the City Planner, The Planning Company LLC, is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED, subject to the following conditions: 1. Lot 1, Block 1 shall be developed in accordance with the site and building plans submitted to the City subject to the stipulations, limitations, and conditions as approved by the City Council in accordance with Section 11-9-4 of the Zoning Ordinance. 2. Landscaping: a. Existing trees within Lot 1, Block 1 to be preserved shall be in good health and condition or be replaced with similar species, as determined by the Zoning Administrator. b. An irrigation system shall be installed as required by Section 5-3-2.C.2 of the City Code. 3. The construction specifications for the off-street parking are shall be subject to review and approval of the City Engineer. v4-17May23 2 4. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures compliant with Section 10-16-10 of the Zoning Ordinance shall be submitted prior to approval of a building permit, subject to review and approval of the Zoning Administrator. 5. All signs shall comply with Section 11-37-5.C of the Zoning Ordinance and require issuance of a sign permit approved by the Zoning Administrator prior to installation. 6. All grading, drainage, and erosion control plans shall be subject to review and approval of the City Engineer. 7. All utility plans shall be subject to review and approval of the City Engineer. 8. The developer shall execute a Site Improvement Performance Agreement, as applicable, 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 22nd day of May 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: 2023-37 APPROVING A SITE IMPROVEMENT PERFORMANCE AGREEMENT FOR LOT 1, BLOCK 1 MRD COMMERCIAL PARK SECOND ADDITION WHEREAS, Java Otsego Coffee, LLC (the “developer”) is proposing development of Lot 1, Block 1, MRD Commercial Park Second Addition; and WHEREAS, a Planned Unit Development-Conditional Use Permit, Conditional Use Permit, and Site and Building Plans for the development were approved on 22 May 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: 1. The Site Improvement Performance Agreement attached hereto between the City of Otsego and Java Otsego Coffee, 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. ADOPTED by the City Council of the City of Otsego this 22nd day of May 2023. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk 1 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT (LOT 1, BLOCK 1, MRD COMMERCIAL PARK SECOND ADDITION) THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated ____________________, 2023, by and between the CITY OF OTSEGO, a Minnesota municipal corporation (“City”) and JAVA OTSEGO COFFEE 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, MRD Commercial Park Second 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 1,740 square foot coffee shop, with an outdoor patio, and drive through amenity. 2. CONDITIONS OF APPROVAL. This Agreement is a condition of City site plan approval and will be recorded against the Subject Property. 2 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd 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 – Utility Plan Plan E – Landscape Plan Plan F – New Building Floor Plan Plan G – New Building Elevations Plan Plan H – Lighting Photometric 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. Concrete Curb and Gutter E. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control F. Underground Utilities G. Setting of Iron Monuments H. Surveying and Staking I. Sidewalks J. Retaining Walls K. Landscaping 3 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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 deliver to the City 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 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. 4 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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 December 31, 2023. 9. 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. 10. 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 such additional requirements are needed for erosion control in the reasonable determination of the City. 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 5 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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. Except in emergency situations, the City shall provide Developer with at least ten (10) days written notice prior to taking any action on behalf of or at the cost of Developer. If the City completes any such work on behalf of the Developer the City shall provide Developer with a detailed invoice of the actual costs incurred by the City in completing such work . If the Developer does not reimburse the City for any cost the City incurred for such work within twenty (20) days after receipt thereof, 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. 11. 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) days after completion of the grading and before the City approve the individual building permit 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 permit 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 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. 6 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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. 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 Developer. 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 $2,070.00 which is due upon execution of this Site Improvement Performance Agreement. 12. 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. 13. 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. 14. LATERAL STORM SEWER. The Developer shall post a security for lateral storm sewer in the amount of $10,000.00 which is due upon execution of this Site Improvement Performance Agreement. The Developer shall pay a cash fee in the amount of $5,706.99 for the Storm Water Impact Fee which is calculated as follows: 0.69 Gross Acres X $8,271/Gross Acre = $5,706.99 15. LATERAL TRUNK AND SANITARY SEWER. The Developer shall post a security for lateral sanitary sewer in the amount of $30,260.00 which is due upon execution of this Site Improvement Performance Agreement. The Developer shall pay to the City the required water availability charges and sanitary sewer availability charges. The water and sewer availability charges shall be collected according to 7 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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 $7,378.58 for the Sewer Availability Charge (“SAC”) upon execution of this Site Improvement Performance Agreement which is calculated as follows: 2.42 REC X $3,049/REC = $7,378.58 16. LATERAL AND TRUNK WATERMAIN. 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. The Developer shall pay a cash fee in the amount of $5,149.76 for the Water Availability Charge (“WAC”) upon execution of this Site Improvement Performance Agreement which is calculated as follows: 2.42 REC X $2,128/REC = $5,149.76 17. PARK DEDICATION. The Developer shall pay a cash contribution in the amount of $12,608.59 prior to the City’s release of the signed plat in satisfaction of the City’s park dedication requirements. The charge is calculated as follows: 0.69 Acres X $8,609.00 per Acre = $5,940.21 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. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $14,667.00 landscaping security upon execution of this Site Improvement Performance Agreement to ensure that the landscaping is installed in accordance with the approved plan. Consistent with the approved landscape plan, the Developer shall ensure that the existing trees preserved within the Subject Property shall be in good health and condition or shall be replaced with the same or similar species, subject to approval of the Zoning Administrator. 8 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition The height of the proposed evergreen trees shown on the landscape plan shall be a minimum of eight (8) feet in height. 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. 20. SPECIAL PROVISIONS. The following special provisions shall apply to this Agreement: A. All grading, drainage and erosion control plans shall be subject to review and approval by the City Engineer. B. The Developer shall pay a cash fee in lieu of land to satisfy park dedication requirements for Lot 1, Block 1 in accordance with the Subdivision Ordinance and the current fee schedule in effect at the time of execution of this Site Improvement Performance Agreement. C. All utility plans shall be subject to review and approval of the City Engineer. D. The Developer shall pay Utility Availability Charges for Lot 1, Block 1, in accordance with the City All drainage and utility easements shall be subject to review and approval of the City Engineer. E. The Developer shall enter into an ingress/egress and cross parking easement agreement with the abutting property owner of Lot 2, Block 1,MRD Commercial Park Second Addition in a recordable form reasonably approved by the City simultaneously with the recording of this Site Improvement Performance Agreement. F. Construction specifications for the off-street parking are subject to review and approval of the City Engineer. G. The Developer shall submit an exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures compliant with Section 10-16-10 of the Zoning Ordinance prior to approval of a building permit, subject to review and approval of the Zoning Administrator. H. Architectural details of the waste container enclosure shall comply with the requirements of Section 11-18-4.c of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 9 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition I. All signs shall comply with Section 11-37-5. C of the Zoning Ordinance and require issuance of a sign permit approved by the Zoning Administrator prior to installation. 21. 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 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, 10 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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. 22. 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. 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 upon five (5) business days written notice.. If the security is drawn down, the proceeds shall be used only 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 11 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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. 23. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above is calculated as follows: CONSTRUCTION COSTS: A. Storm Sewer - Lateral $10,000.00 B. Sanitary Sewer – Lateral 30,260.00 C. Watermain – Lateral 25,051.00 D. Streets and Trail Repair 8,250.00 CONSTRUCTION SUB-TOTAL $73,561.00 OTHER COSTS: A. Site Grading, Erosion & Sediment Control & Wetland Protection $2,070.00 B. Engineering & Surveying Construction Services (6.5%) 4,781.47 C. Landscaping 14,667,.00 OTHER COSTS SUB-TOTAL $21,518.47 TOTAL – SUBTOTAL $95,079.47 TOTAL IRREVOCABLE LETTER OF CREDIT $118,849.33 FOR SECURITY (125% OF SUBTOTAL ESCROW A. City Legal Expenses ($1,500 Minimum)) $1,500.00 B. City Construction Administration and Utility & Street Inspection 10,000.00 C. GIS Data Entry Fee 500.00 ESCROW TOTAL $12,000.00 This breakdown is not a restriction on the use of the security. 12 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 24. 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) 7,378.58 C. Trunk Water Availability Charge (WAC) 5,149.76 D. Trunk Storm Water Management Impact Fee 5,706.99 E. Park & Trail Dedication Fee 5,940.21 TOTAL CASH REQUIREMENTS $25,675.54 25. 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 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. Sanitary Sewer 4,539.00 B. Watermain 3,757.65 C. Storm Sewer 1,500.00 D. Streets 1,250.00 C. Erosion & Sedimentation Control 103.50 TOTAL WARRANTY LETTER OF CREDIT $11,150.15 26. 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. 27. 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 13 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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. 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. 28. 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 14 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 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. 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. 29. 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. 15 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition 30. 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: Attn: Mark Krogh, 879 Scheffer Avenue St. Paul, MN. 55102. 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. 31. FORCE MAJEURE. Any time period for the performance by Developer of any of its obligations hereunder (excluding payment obligations) shall be subject to and reasonably extended by labor dispute, acts of God, natural disaster, pandemic, public emergency or shortages of fuel, supplies, or labor, or any other cause, whether similar or dissimilar, beyond Developer's reasonable control; or by reason of any requirement, act or omission of any public utility or others serving the Subject Property, beyond Landlord's reasonable control. [Remainder of page is intentionally left blank. Signature pages follow.] 16 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd 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 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd Addition DEVELOPER: JAVA OTSEGO COFFEE LLC By: Its: STATE OF ______________ ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2023, by _________________, the _______________________ of JAVA OTSEGO COFFEE 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 225703v3 Lot 1, Block 1, MRD Commercial Park 2nd 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 ____________, 2023. _________________________ By: Its: STATE OF ______________ ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2023, 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 19 225703v3 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 ______________________________