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Item 5.2 5650 Queens Avenue Industrial Canvas Craft Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 13 April 2026 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner 5.2 – 5650 Queens Avenue STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. X Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommend the City Council approve a Zoning Map amendment and Site and Building Plans. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No Yes, was held by Planning Commission 6 April 2026 BACKGROUND/JUSTIFICATION: Owner FFI LLC (d/b/a Canvas Craft) is proposing expansion of the existing 6,674 square foot industrial building built in 1969 located at 5650 Queens Avenue. The subject property is located on the east side of Queens Avenue north of CSAH 36. The proposed 12,900 square foot addition requires consideration of a Site and Building Plan Review application. The subject property is also zoned R3, Residential Long Range Urban Service Area, which is not consistent with the land uses guided by the 2023 Comprehensive Plan or the existing use of the property. Amendment of the Zoning Map to designate the property as I3, Special Industrial District has been requested concurrent with the Site and Building Plan Review application. A public hearing was held by the Planning Commission on 6 April 2026 to consider the applications. Mr. Matt Franta of Canvas Craft was present and agreed with the recommendations of City staff. One resident abutting the south line spoke during the public hearing regarding concerns about landscaping and exterior lighting. The Planning Commission noted that these issues are addressed by the conditions of approval recommended by City staff and subject to their further review. There were no other comments, and the public hearing was closed. The Planning Commission briefly discussed the need for additional landscaping along the north line of the building, but it was determined that existing trees would fully screen the building. The Planning Commission also asked if any of the building would be used for other businesses, which Mr. Franta said it would not. Having no further discussion, the Planning Commission voted 6-0 to recommend the City Council approve the applications. SUPPORTING DOCUMENTS ATTACHED: • Planning Report dated 2 April 2026 • Ordinance 2026-06 amending the Zoning Map • Resolution 2026-33 adopting findings of fact and approving Site and Building Plans POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Ordinance 2026-06 amending the Zoning Map; and adopt Resolution 2026-33 adopting findings of fact and approving Site and Building Plans, subject to conditions as presented for PID 118-802-021300. BUDGET INFORMATION FUNDING: BUDGETED: Fund 701 – Development Escrows N/A 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht REPORT DATE: 2 Apri 2026 60-DAY DATE: 3 May 2026 RE: Otsego – 5650 Queens Avenue; Site and Building Plan Review TPC FILE: 101.02 BACKGROUND Canvas Craft is proposing expansion of the existing 6,674 industrial building built in 1969 located at 5660 Queens Avenue. The subject property is located on the east side of Queens Avenue north of CSAH 36. The proposed 12,900 square foot addition requires consideration of a Site and Building Plan Review application. The subject property is also zoned R3, Residential Long Range Urban Service Area, which is not consistent with the land uses guided by the 2023 Comprehensive Plan or the existing use of the property. Amendment of the Zoning Map to designate the property as I3, Special Industrial District has been requested concurrent with the Site and Building Plan Review application. A public hearing is to be held by the Planning Commission on 6 April 2026 at 7:00PM to consider the applications. Exhibits: Site Location Map Future Land Use Plan map Architectural plans dated 04/02/26 (3 sheets) Civil plans dated February, 2026 (8 sheets) 2 ANALYSIS Zoning. The subject site is zoned R3, Residential Long Range Urban Service District although the property has been developed with an industrial building since the property was annexed to Otsego from Frankfort Township in 1994. The property is proposed to be rezoned to I3, Special Industrial District to allow the existing and proposed expanded industrial use of the property. Planning Commission consideration of the Zoning Map amendment is to be based upon, but not limited to, the criterial established by Section 11-3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The 2023 Comprehensive Plan guides the subject site for industrial uses within the East Sewer District. The industrial development guided for the subject site is to be smaller scale buildings and low intensity uses similar with the character of existing industrial uses in the area that were established prior to the area being annexed to the City in 1994. The industrial use of the subject property is consistent with the Future Land Use Plan and policies for development within this area of the City. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject property is surrounded by the existing and planned uses shown in the table below. The existing and proposed building create a visual barrier of the active portion of the property from view from the north. The residential uses to the north and southeast the subject property also have established tree lines that screen their view of the property, but plantings within the property need to be added to provide more screening of the industrial use from the surrounding residential properties. Direction Land Use Plan Zoning Map Existing Use North LD Residential LL R-3 District Single family dwellings East LD Residential LL R-3 District Single family dwellings South Industrial I-3 District R-3 District Multiple tenant industrial Single family dwellings West Industrial I-3 District Manufacturing (Canvas Craft) 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 construction will be required to comply with the applicable performance standards of the Zoning Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 3 Comment: The subject site is accessed from Queens Avenue, which is designated by the 2023 Comprehensive Plan as a Commercial/Industrial Collector Street. The existing roadway has adequate capacity to accommodate traffic that will be generated by the expanded use of the subject property as proposed. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The proposed use is within the East Sewer District where urban uses are guided based on available infrastructure. The proposed expansion of the existing use does not require connection to City utilities. The development of the subject site will not impact City service capabilities. Building Finish. Section 11-17-4.E.3 of the Zoning Ordinance establishes exterior finish requirements for buildings within the I-3 District, which includes allowance of steel siding for principal buildings based on the use of this material for buildings constructed prior to the area being annexed to the City. The existing building is vertical seam steel siding with metal roofing and the submitted building elevation plan for the expansion illustrates the same in two shades of gray. The exterior materials used for the building expansion comply with the Zoning Ordinance. Building Height. Principal buildings within the I-3 District are limited to a height of 35 feet by Section 11-87-9 of the Zoning Ordinance. The building expansion is 22 feet in height measured to the midpoint of the pitched roof, which complies with the provisions of the Zoning Ordinance. Lot Requirements. Section 11-87-7 of the Zoning Ordinance requires lots within the I-3 District to be a minimum of one acre in area and 200 feet in width. The subject property is an existing lot of record that is 3.13 acres in area and measures approximately 210 feet in width along Queens Avenue. The lot complies with the minimum area and width requirements of the I-3 District. Lot Coverage. Section 11-87-8 of the Zoning Ordinance limits building coverage to 30 percent and all impervious coverage within the subject site to 70 percent of the lot area.  The expansion of the existing building having a 6,400 square foot footprint by 12,900 square feet will result in a total area of 19,135 square feet. The expanded building will cover 14.2 percent of the lot area.  The site plan identifies the proposed total impervious surfaces as 63,830 square feet or 46.8 percent of the lot area. The site plan complies with the lot coverage limits established by the Zoning Ordinance properties within the I3 District 4 Setbacks. The table below indicates the I-3 District setbacks measured set forth by Section 11- 87-8 of the Zoning Ordinance measured to the closest lot line applicable to the proposed expanded principal building. The location of the proposed buildings complies with the required setbacks of the I-3 District. Front (Queens Ave.) Side Rear (East) North South Required 30ft. 10ft. 10ft. 20ft. Proposed 30ft. 33ft. 125ft. 65ft. Access. The subject site is to be accessed an existing driveway from Queens Avenue. Queens Avenue is an unplatted roadway that exists by easement that is shown as 33 feet wide measured from the centerline. The developer should provide a roadway easement to the City for the full 40 foot width of the right-of-way required for an industrial street in accordance with the transportation plan to allow for future expansion. The access is setback 20 feet from the south property line and 60 feet from the next property access to the south. To the north, the access is setback 155 feet from the north lot line and 295 feet from the Queens Avenue and 58th Street intersection. Section 11-21-6.B of the Zoning Ordinance requires 200 feet spacing between driveways based on the major collector designation for Queens Avenue established by the Transportation Plan making the location non-conforming. Section 11-21-6.B.2 of the Zoning Ordinance allows the City Engineer to approve exceptions to the spacing requirements when alternative access is not available. The location of the access is not proposed to be altered and its use for the expanded building will not negatively impact traffic movement on Queens Avenue. Section 11-21-6.C.2 of the Zoning Ordinance limits driveway widths for industrial uses to 24 feet unless additional width is required for traffic circulation needs. The site plan illustrates that the proposed access is to be 32 feet wide. The width of the proposed access is to be subject to review and approval of the City Engineer. Off-Street Parking. Section 11-21-5.B of the Zoning Ordinance requires off-street parking spaces, drive aisles, and loading areas to be setback a minimum of 15-feet from public rights-of- way and five-feet from side or rear lot lines. The proposed off-street parking areas comply with these requirements. The calculation of required off-street parking based on the requirements of Section 11-21-8 of the Zoning Ordinance is outlined below. The use of the building is limited to manufacturing and warehouse space with other functions related to Canvas Craft’s operations located in the building at 5781 Queens Avenue. 5 Use Gross Area Ne Area Requirement Required Stalls Office 424sf. 382sf. 1 space/200sf. 2 Warehouse 2,650sf. 11,610sf. 1 space/1,000sf. 12 Total 14 Based on the use space within the building, 14 parking spaces are required and the site plan provides for 20 off-street parking spaces. There are two van accessible parking spaces provided in accordance with the Americans with Disabilities Act. There is area within the site to add additional off-street parking if the use of the building should change. The parking spaces are designed as 9-feet wide by 20-feet deep that are accessed by drive aisles that are more than 24 feet wide, which complies with the dimensions required by Section 11- 21-7.A and B of the Zoning Ordinance. The off-street drive aisles and parking areas are to be surfaced with asphalt surrounded by perimeter concrete curb as required by Section 11-21- 7.C.3 and D of the Zoning Ordinance. The construction details for the off-street parking area are subject to review and approval of the City Engineer. Landscaping. The developer has not submitted a landscape plan as required by Section 11-19- 2.B of the Zoning Ordinance; the submitted plan provide only for seeding disturbed areas of the subject property not taken up by building or off-street parking areas. City staff recommends that a landscape plan be provided to plant a mix of shade and evergreen trees along the east and south property lines abutting the adjacent residential lots to add screening to the existing vegetation in place on those properties. Waste Storage. The submitted plans do not indicate area(s) storage of waste and recycling containers. Waste must either be stored indoors or if exterior containers are to be used, an enclosure meeting the requirements of Section 11-18-4.C of the Zoning Ordinance is required. The location, materials, and construction of any exterior waste storage enclosure is to be subject to review of the Zoning Administrator. Signs. The submitted plans do not detail any proposed signs on the property. Any signs to be installed upon the property must comply with Chapter 37 of the Zoning Ordinance. A sign permit is required to be approved prior to placement of any signs upon the property. w and approval of the Zoning Administrator. Exterior Lighting. Section 11-16-6.C.3 of the Zoning Ordinance establishes performance standards for exterior lighting. The submitted plans do not indicate proposed exterior lighting. Any lighting that is to be installed must have a 90-degree horizontal cut-off to be cast down at the ground and directed so as to not cast light at the property lines or public streets. A photometric lighting plan must be submitted with application for a building permit and all exterior lighting is to be subject to review and approval by the Zoning Administrator. 6 Utilities. The subject site is within the East Sewer District, but water and sewer utilities are not available at the property. The existing building is served by an on-site private well and Subsurface Sewage Treatment System (septic). The existing well and Subsurface Sewage Treatment System, and any required improvements thereof, are subject to review and approval of the Building Official concurrent with a building permit application. Grading Plan. The developer has submitted grading, drainage, and erosion control plans for the development of the subject property. Stormwater from the expanded building and off-street parking area is required to be managed so that post construction runoff is not greater than existing conditions. All grading, drainage, wetland impacts, and erosion control issues are to be subject to review and approval of the City Engineer. Site Improvement Performance Agreement. Section 11-9-7 of the Zoning Ordinance requires that the developer enter into a site improvement performance agreement (SIPA) with the City to provide for construction of the project, completion of public improvements, required securities, and payment of fees. The SIPA is to be executed by the developer prior to approval by resolution of the City Council and recorded with the property. RECOMMENDATION City staff recommends approval the Zoning Map amendment and Site and Building Plan Review applications subject to the conditions as stated below. POSSIBLE ACTIONS Motion to recommend approval of a Zoning Map amendment and Site and Building Plans for the property at 5650 Queens Avenue, subject to the following conditions: 1. All written and graphic materials officially submitted to the City shall be treated as a formal agreement between the applicant and the City. Once approved, no changes, modifications or alterations shall be made to any plan detail, standard, or specifications without prior submission of a plan modification request to the Zoning Administrator for review and approval. 2. The property owner shall dedicate a right-of-way easement for the east 50 feet of Queens Avenue, subject to review and approval of the City Engineer. 3. The design and construction plans for access from Queens Avenue and off-street parking areas shall be subject to review and approval of the City Engineer. 4. A landscape plan shall be submitted as required by Section 11-19-2.B of the Zoning Ordinance and is subject to review and approval of the Zoning Administrator addressing: 7 a. Planting a mix of evergreen and shade trees along lot lines abutting residentially zoning properties meeting the screening requirements of Section 11-19-3 of the Zoning Ordinance. b. Any landscape areas shall be irrigated in compliance with Section 5-2-8.C.2 of the City Code. 5. A photometric lighting plan shall be submitted and all exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 6. Any exterior storage of waste and recycling containers shall comply with of Section 11- 18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 7. All signs shall comply with Section 37 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 8. All utility issues shall be subject to review and approval of the Building Official. 9. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 10. The developer shall enter into a Site Improvement Performance Agreement as required Section 11-9-7 of the Zoning Ordinance, subject to review by the City Attorney and approval of the City Council. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer Jason Coombe, Building Official David Kendall, City Attorney SIte Location Map Canvas Craft - 5650 Queens Avenue 518 ft Overview Legend Highways Interstate State Highway US Highway Roads City/Township Limits c t Parcels NWI (DNR) 456738456738 456742 456742 456742 456742 456736 456739 456739456739 456719 456719 §¨¦94 456737 456718 EF137 456738 FUTURE LAND USE PLAN00.510.25 Miles É K:\cad_eng\PROJECTS\GIS\TPC\Otsego\Comprensive Plan 2012\Future Land Use Map DISCLAIMER: This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. LEGEND Planning Districts Rural Rural Residential LD Residential (Large Lot) LD Residential LMD Residential MHD Residential Mixed Use Commercial Office Industrial Light Industrial Public/Quasi Public COMPREHENSIVE PLAN 2023 ADOPTED: AMENDED: Res 2023-52,14 Aug 23 Res 2024-52, 22 Jul 24 NO SCALE CIVIL & SURVEY PLANS PREPARED BY: DESCRIPTIONDATENO. REV FEBRUARY, 2026 PRELIMINARY PLANS CITY OF OTSEGO, WRIGHT COUNTY, MN CANVAS CRAFT 5650 QUEENS AVE NE CANVAS CRAFT VICINITY MAPWRIGHT COUNTY, MINNESOTA 4: 0 0 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 C o v e r S W P P P D e t a i l s . d w g 2/ 2 0 / 2 0 2 6 58th St NE PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D. QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. Sheet List Table Sheet Number Sheet Title Cover C1 Removals Plan C2 Site Plan C3 Grading Plan C4 Erosion Control Plan C5 SWPPP Narrative C6 Details C7 Details PROJECT LOCATION 59th St NE 61st St NE Qu e e n s A v e N E Quille y A v e N E H w y 1 0 1 Q u e e n s A v e N E Q u a m A v e N E Qu a l e A v e N E 5 7 t h S t N E Qu i l l e y A v e N E 59th St NE N QU E E N S A V E N E PROTECT UNDERGROUND UTILITIES SAWCUT 58 LF PROTECT UTILITY REMOVE ± 0.08 ACRES OF BITUMINOUS REMOVE ± 0.42 ACRES OF GRAVEL REMOVE ± 0.42 ACRES OF GRAVEL REMOVE ± 744 OF CONCRETE REMOVE BUILDING DE M O L I T I O N CALL 48 HOURS BEFORE DIGGING: TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL RE M O V A L S P L A N C14: 0 0 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 D e m o . d w g 2/ 2 0 / 2 0 2 6 DEMOLITION GENERAL NOTES: 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS, ETC. 2.THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS (UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY. 3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TO EXISTING UTILITIES PRIOR TO ANY DEMOLITION. 4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF OTSEGO FOR ALL UTILITY DISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. 5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. 6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO REMAIN. 7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATION WERE IDENTIFIED AND LOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOT DESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS AND TOPSOIL SHALL BE REMOVED FROM THE SITE. REMOVE PAVEMENT SECTION (AS INDICATED). REMOVE EXISTING CONCRETE (AS INDICATED) LEGEND: SAW-CUT SCALE: 0'30'60' 1"=30' DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N REMOVE EXISTING CONCRETE (AS INDICATED) SALVAGE (AS INDICATED) N QU E E N S A V E N E SHALLOW INFILTRATION BASIN SHALLOW INFILTRATION BASIN RAIN GUARDIAN TURRET RAIN GUARDIAN TURRET PROPOSED WING 3 60' X 200' PRO. WING 2 30' X 30' ASPHALT PAVEMENT CONCRETE ENTRANCE 90 . 0 ' B612 CURB & GUTTER D412 CURB & GUTTER LOADING DOCK RETAINING WALL W/ RAILING 12 4 6 6 R =3 0 ' L=4 6 .2 ' 5. 0 ' 9.0' 25.0' 9. 0 ' PAVEMENT MARKINGS ON CONCRETE ADA PARKING SIGNAGE (TYP.) CONCRETE APRON 6. 0 ' 30 . 0 ' 28.6' 24 . 0 ' R=30' L=47.6' 121.8' R=50' L=78.5' 19 . 5 ' 509.1' R=25.5' L=40.1' 67 . 5 ' 33 . 2 ' 34 . 7 ' 65.2' CALL 48 HOURS BEFORE DIGGING: TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SI T E B A S E SI T E P L A N C24: 0 0 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 S i t e P l a n . d w g 2/ 2 0 / 2 0 2 6 PROPOSED CONCRETE PAVEMENT PROPOSED TURF ESTABLISHMENT PROPOSED ASPHALT PAVEMENT CONCRETE CURB AND GUTTER - B612 LEGEND: SITE PLAN NOTES: 1.PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7.LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: PARCEL AREA: ·3.13 ACRES ± EXISTING ZONING: ·R-3 RESIDENTIAL-LONG RANGE URBAN SERVICE AREA DISTRICT PRINCIPAL STRUCTURE SETBACKS: ·FRONT: 50' ·SIDE:10' ·REAR:50' PARKING SETBACKS: ·FRONT SETBACK FOR PARKING:50' ·SIDE SETBACK FOR PARKING:10' ·REAR SETBACK FOR PARKING:50' SITE DATA EXISTING PROPOSED BUILDING AREA 6,393 SF 19,135 SF PAVEMENT/GRAVEL AREA 25,559 SF 44,695 SF PERVIOUS AREA 105,946 SF 74,068 SF TOTAL AREA 137,898 SF 137,898 SF PARKING REQUIREMENTS: ·MINIMUM PARKING STALL DIMENSIONS: 20' X 9' (90° PARKING) PARKING STALLS: ·TOTAL STALLS PROVIDED: 20 ·TOTAL ADA STALLS PROVIDED: 2 (2 VAN ACCESSIBLE) ·TOTAL ADA STALLS REQUIRED:1 (1 VAN ACCESSIBLE REQUIRED) PROPOSED SIGN PROPOSED GRAVEL SURFACING SCALE: 0'30'60' 1"=30' DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N N QU E E N S A V E N E PROPOSED WING 3 60' X 200' PRO. WING 2 30' X 30' FFE=921.75FF E = 9 1 9 . 2 5 FF E = 9 2 1 . 7 5 7. 1 % 915.30 TC 914.80 FL 921.58 TC 921.25 FL 919.82 TC 919.49 FL 918.43 TC 918.10 FL 917.13 TC 916.80 FL 917.77 TC 917.44 FL914.17 TC 913.84 FL 916.70 TC 916.20 FL 914.37 TC 913.87 FL 917.33 TC 916.83 FL 918.90 TC 918.40 FL 919.10 TC 918.60 FL 911 91 2 913 91 4 9 1 5 9 1 6 9 1 6 921.75 TP 917.70 BW 918.25 TP 8.3% 921.50 FG 921.00 FG 1.0% 2 . 0 % 2.2 % 1.1 % 1. 6 % EOF=916.80 2. 0 % 5. 5 % 915 91 5 91 6 91 7 918 919 9 1 8 9 1 9 920 921 919 920 921 922 923 924 925 926 927 915 916 917 9 1 8 9 1 9 920 9 2 1 9 2 2 9 2 3 9 2 4 915 916 917 918 919 920 921 922 911 912 913 914 915 91 6 91 7 9 1 8 FFE=919.25 3: 1 3:1 3: 1 3: 1 4: 1 1. 4 % 918.13 TP 918.25 TP EXISTING BUILDING 50' X 125'918.85 TP 919.00 TP 919.12 TP 921.63 TP 1. 5 % 1. 3 % 914.45 TC 913.95 FL 913.80 TC 913.80 FL FL 2.3%FL 5.0% F L 2 .0 % FL 1 . 0 % FL 4.6%FL 1.0% F L 2.0% FL 1.6%FL 0.7%FL 1.1% F L 3 .5 % FL 2 . 7 % 920.98 TP 920.98 TP 921.52 TP921.52 TP 917.80 TW 918.19 BW 921.63 TW STMH 1 RIM=912.80 SIZE: 48"∅ CASTING: R-4342 S INV.=908.50 FES 2 INV.=908.00 VV VV 63 LF 15"Ø RCP @ 0.78% 914.53 TC 914.03 FL 915.73 TC 915.23 FL 914.45 TC 914.12 FL 1. 2 % F L 1.7 %917.00 TC 916.67 FL FL 0.5% 917.00 TC 916.67 FL 917.00 TC 916.67 FL 917.00 TC 917.00 FL 2. 0 % 914 INFILTRATION BASIN 4 100-YEAR HWL: 917.21 INFILTRATION BASIN 1 100-YEAR HWL: 913.26 GR A D I N G GR A D I N G P L A N C34: 0 0 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 G r a d i n g . d w g 2/ 2 0 / 2 0 2 6 PROPOSED RIP RAP 984 NEW TOP-BACK OF CURB ELEVATION NEW SIDEWALK ELEVATION PROPOSED CONTOUR 980.50 TC NEW FLOW LINE OF CURB ELEVATION PROPOSED SLOPE 980.50 FL 980.50 SW NEW TOP OF GRAVEL ELEVATION NEW TOP OF PAVEMENT ELEVATION980.50 TP 980.50 TG EXISTING ELEVATION980.50 EX NEW FINISHED GRADE ELEVATION980.50 FG EMERGENCY OVERFLOWE.O.F. LEGEND: GRADING GENERAL NOTES: 1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). 4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. 5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. 6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN. 7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. 8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) NOT BALANCE ON SITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. 9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR) 11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. SCALE: 0'30'60' 1"=30' DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N N FFE=921.75FF E = 9 1 9 . 2 5 FF E = 9 2 1 . 7 5 911 91 2 913 91 4 9 1 5 9 1 6 9 1 6 EOF=916.80 915 91 5 91 6 91 7 918 919 9 1 8 9 1 9 920 921 919 920 921 922 923 924 925 926 927 915 916 917 9 1 8 9 1 9 920 9 2 1 9 2 2 9 2 3 9 2 4 915 916 917 918 919 920 921 922 911 912 913 914 915 91 6 91 7 9 1 8 FFE=919.25 EXISTING BUILDING 50' X 125' VV VV 914 QU E E N S A V E N E PROPOSED WING 3 60' X 200' PRO. WING 2 30' X 30' FFE=921.75FF E = 9 1 9 . 2 5 FF E = 9 2 1 . 7 5 911 91 2 913 91 4 9 1 5 9 1 6 9 1 6 EOF=916.80 915 91 5 91 6 91 7 918 919 9 1 8 9 1 9 920 921 919 920 921 922 923 924 925 926 927 915 916 917 9 1 8 9 1 9 920 9 2 1 9 2 2 9 2 3 9 2 4 915 916 917 918 919 920 921 922 911 912 913 914 915 91 6 91 7 9 1 8 FFE=919.25 EXISTING BUILDING 50' X 125' VV VV 914 SF SF SF SF SF SF SF SFSFSFSF SF S F SFSFSFSFSFSFSFSF INSTALL ROCK CONSTRUCTION ENTRANCE/EXIT PLACE 6 CY OF CL III RIP RAP PLACE 10 CY OF CL III RIP RAP PLACE 6 CY OF CL III RIP RAP INSTALL ± 650 SY OF EROSION CONTROL BLANKET INSTALL ± 2,800 SY OF EROSION CONTROL BLANKET WET DITCH SEED MIXINSTALL 15 LF OF TEMP SEDIMENT LOG INSTALL 15 LF OF TEMP SEDIMENT LOG PLACE 8 CY OF CL III RIP RAP WET DITCH SEED MIX SOUTHERN BLVD SEED MIX INSTALL 427 LF OF TEMP. SILT FENCE INSTALL 213 LF OF TEMP. SILT FENCE DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N ER O S I O N ER O S I O N C O N T R O L P L A N C44: 0 1 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 E r o s i o n C o n t r o l . d w g 2/ 2 0 / 2 0 2 6 SF GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED RIP RAP 984 PROPOSED CONTOUR EROSION CONTROL BLANKET (CAT. 20) EMERGENCY OVERFLOWE.O.F. LEGEND: FIBER-LOG ROLLS EROSION CONTROL NOTES: 1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING LIMITS SHOWN. 2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4.CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA. 5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF OTSEGO AND THE MPCA. 7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THE FOLLOWING SCHEDULE: SOUTHERN BOULEVARD:160 LB/AC. WET DITCH:20 LB/AC. FERTILIZER 22-5-10:350 LB/AC. MULCH TYPE 3: 2 TONS/AC. 13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. APPROXIMATE EROSION CONTROL DEVICES ·SILT FENCE:639 LF ·BIOLOG:30 LF ·ROCK CONSTRUCTION:1 EACH ·EROSION CONTROL BLANKET (CAT. 20):3,450 S.Y. ·RIP RAP (CLASS 2)30 C.Y. SCALE: 0'30'60' 1"=30' SEEDING N SW P P P TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A.PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARY SEWERS DUE TO CONSTRUCTION ACTIVITIES. 1.02 REFERENCE STANDARDS A.GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MN R100001. 1.03 PERFORMANCE REQUIREMENTS A.COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION AND SEDIMENT CONTROL. B.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACE COVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TO OBTAIN APPLICABLE PERMITS. 1.OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION. C.TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFORE PRECIPITATION OCCURS. D.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIES CAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 1.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE. 2.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS. E.SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECT SITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARY SEWERS. 1.IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TO OWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. F.MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEEN ESTABLISHED. PART 2 PRODUCTS 2.01 MATERIALS A.TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS, MILDEW, AND INSECTS; NON-BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMS WITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS: 1.AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751. 2.PERMITTIVITY: 0.05 SEC^-1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491. 3.ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE. 4.TENSILE STRENGTH: 100 LB-F, MINIMUM, IN CROSS-MACHINE DIRECTION; 124 LB-F, MINIMUM, IN MACHINE DIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 5.ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 6.TEAR STRENGTH: 55 LB-F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533. 7.COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED. 8.SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG: a.STEEL U- OR T-SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT. b.SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION. c.HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION. B.TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THE REQUIREMENTS OF MNDOT SPEC. 3897. 1.SHALL BE ONE OF THE FOLLOWING. a.SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL. C.TEMPORARY SEDIMENT FILTER. 1.SHALL BE ONE OF THE FOLLOWING. a.DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET. 1)SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL. (a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS. D.TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1.ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK. E.TEMPORARY SLOPE EROSION PROTECTION. 1.SHALL BE ONE OF THE FOLLOWING. a.EROSION CONTROL BLANKET. 1)SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHED BETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING. 2)THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FOR BREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON. 3)STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U-SHAPED, 11 GAUGE OR HEAVIER STEEL WIRE HAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOM AFTER BENDING. 4)THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE: (a)GEO-SYNTHETICS, INC., - LANDLOK 52. (b)NORTH AMERICAN GREEN - S150. (c)OR EQUAL. b.BONDED FIBER MATRIX. 1)THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OF THE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BE RETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH A WATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE. 2)THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE AND AGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPON REWETTING. 3)THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICK ADHERING TO THE SOIL SURFACE. 4)THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT. 5)THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIAL TO PLANT LIFE. 6)THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATER THAN 1MM IN SIZE. 7)THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TO APPLICATION. 8)THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUM BFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATE SHALL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THE PRODUCTS IS USED. 9)THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE. (a)ECOAEGIS - MANUFACTURED BY CANFOR. (b)SOIL GUARD - MANUFACTURED BY MAT, INC. (c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC. F.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1.NON-WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGH STRENGTH THREAD. a.SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OR EXCEED THE FOLLOWING. 1)GRAB TENSILE OF 205 LBS AS PER ASTM D 4632. 2)PUNCTURE OF 110 LBS AS PER ASTM D 4833. 3)FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491. 4)PERMITTIVITY OF 1.5 SEC-1 AS PER ASTM D 4491. 5)MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786. 6)AOS% OF 80% US SIEVE AS PER ASTM D 4751. 2.SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED. 3.SHALL BE ONE OF THE FOLLOWING. a.DIRTBAG. 1)ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636. b.DANDY DEWATERING BAG. 1)DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284. c.OR EQUAL. PART 3 EXECUTION 3.01 PREPARATION A.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME. B.THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATER PERMIT NO. MN R100001. C.THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE, AND SUBMIT TO THE MPCA. 1.PROVIDE A SIGNED COPY TO THE OWNER. 3.03 INSTALLATION A.TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1.THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THE EGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BE REQUIRED TO ADEQUATELY CLEAN THE TIRES. 2.GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOIL INTO THE ROCK. B.TEMPORARY SILT FENCES: 1.STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873. 2.USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUM SPACING. 3.EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OF FABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT. 4.MINIMUM POST EMBEDMENT. a.STEEL POST = 24 INCHES, MINIMUM. b.WOOD POST = 18 INCHES, MINIMUM. 5.DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY, OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST. 6.FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING: a.FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14 GAGE, 0.083 INCH SHANK DIAMETER. b.FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTH AND 1/2 INCH LONG LEGS. 7.FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS. C.TEMPORARY SEDIMENT LOGS: 1.PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER DISTURBED AREA. 2.STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FT CENTERS, USING 2 IN BY 2 IN BY 3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROL IS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETER CONTROL TO HELP STABILIZE DURING RAIN EVENTS. D.TEMPORARY SEDIMENT FILTERS. 1.DROP-IN SEDIMENT TRAP. a.PLACE AS RECOMMENDED BY THE MANUFACTURER. E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. F.TEMPORARY SLOPE EROSION PROTECTION. 1.PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1V. 2.SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPE EROSION PROTECTION. 3.BONDED FIBER MATRIX. a.INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUM GUIDELINES. 1)THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'S CERTIFIED APPLICATOR. 2)APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TO ALLOW THE BFM MULCH ADEQUATE TIME TO DRY. 3)THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TO DEWATER THE FIRST APPLICATION. 4)THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS, PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED. 5)THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND 100% COVERAGE. 4.EROSION CONTROL BLANKET. a.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3.04 MAINTENANCE A.INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGED RAINFALL. B.REPAIR DEFICIENCIES IMMEDIATELY. C.TEMPORARY SILT FENCES: 1.PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED. 2.REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE. 3.REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BY RUNOFF OR OTHER CAUSES. D.TEMPORARY CONSTRUCTION EXIT. 1.PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED AS VOIDS BECOME FILLED WITH SOIL. E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1.REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. F.PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE. 3.05 CLEAN UP A.REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. B.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO AN ACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES. END OF SECTION GENERAL INFORMATION THIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. PROJECT NAME: CANVAS CRAFT LOCATION: 5650 QUEENS AVE NE, OTSEGO, MN 55330 WRIGHT COUNTY LAT/LONG: 45.23429/-93.55154 DESCRIPTION OF CONSTRUCTION ACTIVITY: DEVELOPMENT CONSISTS OF PAVING, GRADING, BUILDING CONSTRUCTION, UTILITY INSTALLATION, AND TURF ESTABLISHMENT. PROJECT CONTACTS CANVAS CRAFT AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. SWPPP PREPARATION: SWPPP PREPARER:MICHAEL MORDAL-HUEBSCH -WIDSETH, BECKER TRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2029) ADDRESS:13076 FIRST STREET BECKER, MN 53308 TELEPHONE:763-262-8822 EMAIL;M.MORDAL-HUEBSCH@WIDSETH.COM OWNER: OWNER CONTACT:MATT FRANTA ADDRESS:5650 QUEENS AVE NE, OTSEGO, MN 55330 TELEPHONE:(763)428-4325 EMAIL;MATT@CANVASCRAFTINC.COM CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR): BUSINESS NAME ___________________________ OWNER NAME ___________________________ MAILING ADDRESS ___________________________ CITY ___________________________ TELEPHONE ___________________________ EMAIL ___________________________ CONTACT NAME ___________________________ MAILING ADDRESS ___________________________ CITY ___________________________ TELEPHONE ___________________________ EMAIL ___________________________ ESTIMATED DATES OF CONSTRUCTION: START DATE ___/____/____(TO BE FILLED IN BY CONTRACTOR) COMPLETION DATE ___/____/____(TO BE FILLED IN BY CONTRACTOR) PERMANENT STORMWATER DESIGN CALCULATIONS: SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACT WIDSETH FOR REPORT. PROPOSED FLOW RATE IS LIMITED THROUGH- SOIL GROUP: B/C DESCRIPTION OF EROSION CONTROL ACTIVITY: EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENT THROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTION ENTRANCE PLACEMENT. CUMULATIVE IMPERVIOUS SURFACES: AREA OF DISTURBANCE:2.34 ACRES PRE-CONSTRUCTION IMPERVIOUS AREA: 0.73 ACRES POST CONSTRUCTION IMPERVIOUS AREA:1.47 ACRES NEW IMPERVIOUS AREA: 0.73 ACRES RECEIVING WATERS: STORM WATER FROM THIS SITE WILL BE DISCHARGED TO THE INFILTRATION BASINS ON SITE AND DISCHARGED TO THE BASINS OFF SITE TO THE SOUTH. PLANS AND SPECIFICATIONS THE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS: ·THE PROJECT LOCATION AND CONSTRUCTION LIMITS. ·LOCATIONS OF IMPERVIOUS SURFACES. ·LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.). ·STEEP SLOPE LOCATIONS. ·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S TO BE INSTALLED ON THE PROJECT. ·THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED ON THE PROJECT. ·IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. TEMPORARY SEDIMENT CONTROL PRACTICES DOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS. TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THE GRADING OPERATIONS PROCEED. TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS. INSTALLATION OF MN/DOT CATEGORY 20 EROSION CONTROL BLANKET ALONG THE EMBANKMENT SLOPES ADJACENT THE WETLANDS AREA. ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENT CONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCE INSTALLATION ALONG THE TOE OF SLOPE. ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREAS ARE TO BE STABILIZED WITHIN 7 DAYS. TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONS ARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER. A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THE PROJECT ENTRANCE ON QUEENS AVE NE. STREET SWEEPING OF THE PAVED SURFACES SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER. TIMING OF EROSION CONTROL: SILT FENCE AND SEDIMENT LOGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION. RIPRAP AND FILTER BLANKET SHALL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLET PLACEMENT. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTION WHEREVER CONSTRUCTION SHALL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS. STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETING CONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THE DNR. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED. ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHER TEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED. STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREET SWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED. INSPECTION AND MAINTENANCE ACTIVITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALL OPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENT CONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE DURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA. THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION, INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THAT INDIVIDUAL IS TO BE IDENTIFIED AT THE PRE-CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES THEREOF. THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCE EVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. A RECORD OF ALL RAINFALL EVENTS ON SITE GREATER THAN 1/2 INCHES IN 24 HOURS SHALL BE AVAILABLE WITH THE INSPECTION FORMS. A INSPECTION FORM SHALL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE NEXT BUSINESS DAY. PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVE OR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE. DISCHARGE FROM DEWATERING AND BASIN DRAINING PRACTICES MUST BE VISUALLY CHECKED AND PHOTOGRAPHED AT THE BEGINNING AND AT LEAST ONCE EVERY 24 HOURS OF OPERATION TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED. PHOTOGRAPHS AND VISUAL INSPECTION RECORDS MUST BE RETAINED TO PROVIDE DOCUMENTATION OF PERMIT COMPLIANCE. DEWATERING DISCHARGES THAT ONLY LAST FOR MINUTES, AS OPPOSED TO HOURS, AND DO NOT REACH A SURFACE WATER, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION. TRAINING DOCUMENTATION: SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING ___________________________ DATE OF TRAINING ___________________________ NAME OF INSTRUCTOR ___________________________ ENTITY PROVIDING TRAINING ___________________________ CONTENT OF TRAINING ___________________________ TOTAL HOURS OF TRAINING ___________________________ BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING ___________________________ DATE OF TRAINING ___________________________ NAME OF INSTRUCTOR ___________________________ ENTITY PROVIDING TRAINING ___________________________ CONTENT OF TRAINING ___________________________ TOTAL HOURS OF TRAINING ___________________________ POLLUTION PREVENTION FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TO MINIMIZE EXPOSURE TO STORMWATER RUNOFF. ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUEL OR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24 HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS AND SUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND OR SPILLS. CONTRACTOR MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. CONTRACTOR MUST PROPERLY DISPOSE SANITARY WASTE BIWEEKLY, OR AS NEEDED. CONCRETE BATCH TRUCKS SHALL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON THE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THE LOCATION AS PROVIDED BY THE OWNER. A SIGN SHALL BE INSTALLED INDICATING THE LOCATION OF THE WASHOUT FACILITY. FINAL STABILIZATION FINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM, PERMANENT VEGETATION. ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICE OF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION TITLE LOCATION EROSION CONTROL DETAILS CONSTRUCTION DETAILS C6-7 EROSION CONTROL LOCATIONS EROSION CONTROL LOCATIONS C5 24 HOUR MPCA EMERGENCY NOTIFICATION: TELEPHONE NUMBERS:651-649-5451 OR 800-422-0798 ESTIMATED QUANTITIES: THE FOLLOWING QUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROL BMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTA POLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANY ADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT: ITEM UNIT ESTIMATED INITIAL QUANTITY TEMPORARY CONSTRUCTION ENTRANCE EA 1 TEMPORARY SEDIMENT FILTER EA 1 TEMPORARY CONCRETE WASHOUT EA 1 TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA NA TEMPORARY SEDIMENT LOGS LF 30 TEMPORARY SILT FENCE LF 639 EROSION CONTROL BLANKET (CAT. 20)SY 3,450 STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: MISSISSIPPI RIVER (IMPAIRED RIVER) IMPAIRED WATERS MAP 1 MILE RADIUS SITE LOCATION 1 MI0.5 MI SW P P P N A R R A T I V E C54: 0 1 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 C o v e r S W P P P D e t a i l s . d w g 2/ 2 0 / 2 0 2 6 DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N FOSTER LAKE (IMPAIRED LAKE) CROW RIVER (IMPAIRED RIVER) DE T A I L S DE T A I L S C64: 0 1 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 C o v e r S W P P P D e t a i l s . d w g 2/ 2 0 / 2 0 2 6 DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF D/2= 3" D=6" REINFORCED CONCRETE 6" TYP 1/2IN DIA. REINFORCING STEEL SPACED AT 18IN ON CENTER EACH WAY CONCRETE PAVEMENT SECTION N.T.S. 4" CLASS 5 AGGREGATE BASE 12" MIN TYP. 1 3 AGGREGATE BASE AS PER ADJACENT PAVEMENT SECTION 12"8" TOP BIT. MAT 9" SLOPE 3/4" PER FT. 3/8" 1/2"R 3"R 3"R 7-1/2" 6" 13-1/2" 6" 1/2"R CONCRETE B-612 CURB & GUTTER (INFLOW) N.T.S. 12" EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 4" CONCRETE 3 8" DIA. REINFORCING STEEL SPACED AT 18IN ON CENTER EACH WAY CONCRETE SIDEWALK N.T.S. 4" CLASS 5 AGGREGATE BASE EROSION CONTROL BLANKET N.T.S. R7-8M 12INx18IN WHITE ON BLUE R7-8bP 12INx6IN WHITE ON BLUE NOTE: 1. ALL POSTS AND ANCHORS SHALL BE 12 GAUGE WITH HOLES ON ALL FOUR SIDES 2. LEAVE 1 TO 2 HOLES EXPOSED ABOVE FINISHED GROUND LINE FOR CONNECTIONS OF POST TO ANCHOR 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES R7-1 (MODIFIED) 12INx18IN WHITE ON BLUE FINISHED GROUND LINEFINISHED GROUND LINE FINISHED GROUND LINE 1 1/2IN X 1 1/2IN SIGN POST 3/8IN DIA. BOLT WITH WASHER & LOCKWASHER 1 3/4INx 1 3/4IN ANCHOR 60" 60" PARKING SITE SIGNAGE N.T.S. 2"x2"x4' WOOD STAKES @ 4' O.C. EXISTING GROUND PROPEX-"SILT STOP" FABRIC PROPOSED EMBANKMENT BURY BOTTOM 6" OF FABRIC BACKFILL 10' MINIMUM TEMPORARY SILT FENCE N.T.S. ROCK CONSTRUCTION EXIT N.T.S. 6" MINIMUM 1"-2" WASHED ROCK AGGREGATE 50' MINIMUM 30' MIN. BITUMINOUS PAVEMENT SECTION N.T.S. EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 12" TACK COAT 6" CLASS 5 AGGREGATE BASE 1.5 IN - BITUMINOUS WEAR COURSE 2 IN - BITUMINOUS BASE COURSE INFILTRATION BASIN N.T.S. EMERGENCY OVERFLOW (PER GRADING PLAN) NOTE: SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. UNCOMPACTED SUBGRADE SEEDING WITH SEED MIX WET DITCH (20 LB/AC) EROSION CONTROL BLANKET (STRAW, CATEGORY 3N) 5' MIN. SLOPE PER GRADING PLAN RIP RAP (PER GRADING PLAN) 4" OF TOPSOIL RIP RAP (PER GRADING PLAN) RAIN GUARDIAN BUNKER (SEE DETAIL) GENERAL NOTES: 1.INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH MnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. 2.INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR WATERBODIES. 3.IF THE STORMWATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY SEDIMENT BASIN, GRADE THE BMP TO WITHIN THREE (3) FEET OF FINAL GRADE TO PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE IS STABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE CONSTRUCTION OF THE BMP. 4.GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 5.EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). IT IS RECOMMENDED THAT ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6.GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTION DOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE REMOVED FROM THE BASIN PRIOR TO INITIATING THE NEXT STEP IN THE CONSTRUCTION PROCESS. SEDIMENT THAT HAS BEEN WASHED INTO THE BASIN DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. 8.SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BE COMPLETED WITHIN 48 HOURS OF FINAL GRADING. 9. INFILTRATION AREA SHALL BE STAKED OFF DURING CONSTRUCTION TO RESTRICT HEAVY EQUIPEMENT TRAFFIC FROM COMPACTING NATIVE SOILS. CONSTRUCTION SEQUENCING: 1.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 2.INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING THE CONSTRUCTION PROCESS. 3.ALL DOWNGRADIENT PERIMETER SEDIMENT-CONTROL BMPS MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND-DISTURBING ACTIVITY BEGINS. 4.REMOVE TOPSOIL FROM THE SITE AND PLACE IN TEMPORARY STOCKPILE LOCATION. TEMPORARY SEED THE STOCKPILE. 5.INSTALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, ELECTRIC AND PHONES) TAKING THE LOCATION AND FUNCTION OF STORM WATER BMPS INTO CONSIDERATION. 7.SEED AND MULCH DISTURBED AREAS ON SITE. 8.CONSTRUCT THE ROADS TAKING THE LOCATION AND FUNCTION OF STORM WATER BMPS INTO CONSIDERATION. 9.PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THE LOCATION AND FUNCTION OF THE STORM WATER BMPS INTO CONSIDERATION. 10.FINAL GRADE THE SITE. 11.STABILIZE THE SITE BY IMPLEMENTING THE NATIVE SEEDING AND PLANTING PORTION OF THE LANDSCAPING PLAN. 12.INSTALL THE EROSION CONTROL BLANKET 13.REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZED PER PROJECT ENGINEER APPROVAL. PAVEMENT 1/2"R 4" 11 " 3 1 SLOPE 3/4" PER FT 1/2"R 7" 12"12" CONCRETE D412 CURB & GUTTER N.T.S. AGGREGATE BASE AS PER ADJACENT PAVEMENT SECTION DE T A I L S DE T A I L S C74: 0 1 P M W: \ P r o j e c t s \ C a n v a s C r a f t - F F I L L C - 5 1 2 1 5 \ 2 0 2 6 - 1 0 0 1 1 \ 2 5 - 0 4 6 3 . 0 0 C a n v a s C r a f t \ C i v i l \ C A D F i l e s \ 2 5 - 0 4 6 3 C o v e r S W P P P D e t a i l s . d w g 2/ 2 0 / 2 0 2 6 DE S C R I P T I O N DA T E NO . RE V FI L E N O . : DW G F I L E : CH E C K E D B Y : DR A W N B Y : DE S I G N B Y : DA T E : SHEET NO. CA N V A S C R A F T SI T E E X P A N S I O N Ci t y o f O t s e g o , W r i g h t C o u n t y , M N 02 / 2 0 / 2 0 2 6 20 2 6 - 1 0 0 1 1 CJ D MJ M MJ M NO T F O R C O N S T R U C T I O N 3' MIN. A A B B WIDTH (10' TYPICAL)4:1 MAX 4:1 MAXTOP OF BERM ELEVATION (PER PLAN) PLAN VIEW SECTION A SECTION B 1' OF FREEBOARD TOP OF BERM ELEVATION (PER PLAN) COMPACTED SUBGRADEWOVEN GEOTEXTILE FABRIC 4:1 MAX WIDTH (10' TYPICAL)4:1 MAX EMERGENCY OVERFLOW ELEVATION (PER PLAN) OVERFLOW WATER LEVEL 4 1 4 1 18"± THICK RIP-RAP (VOLUME PER PLAN) 18"± THICK RIP-RAP (VOLUME PER PLAN) DOWNSLOPE AREA TOP OF BERM ELEVATION (PER PLAN) EMERGENCY OVERFLOW ELEVATION (PER PLAN) NOTES: 1.WOVEN GEOTEXTILE FABRIC SHALL MEET OR EXCEED STANDARDS OF IUM MATERIAL SPEC. 592, TABLE 1, CLASS 1, II, OR II. TYPICAL EMERGENCY OVERFLOW N.T.S. 3' MIN. 1.THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND AND SHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES. 2.SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS. 12" 10" DIA. SEDIMENT LOG COMPACTED SOIL TO PREVENT PIPING SEDIMENT-LADEN RUNOFF STAKED AND ENTRENCHED 10" DIA. SEDIMENT LOG FILTERED RUNOFF EROSION CONTROL BLANKET SEDIMENT FILTER LOG INSTALLATION N.T.S. 27" 48"TO 72" INTERNAL CHIMNEY SEAL (CRETEX INTERNAL CHIMNEY SEAL OR EQUAL) CASTING PER SPECIFICATIONS PORTLAND CEMENT MORTAR OR NON-SHRINK GROUT PRECAST CONCRETE ADJUSTMENT RINGS PIPE CONNECTION TO MEET ASTM C923 (REFER TO OPTIONS SHOWN IN PIPE CONNECTION TO MANHOLE STRUCTURES DETAIL) PIPE CONNECTION TO MEET ASTM C923 (REFER TO OPTIONS SHOWN IN PIPE CONNECTION TO MANHOLE STRUCTURES DETAIL) PRECAST CONCRETE ADJUSTMENT RINGS EXTERNAL CHIMNEY SEAL (CRETEX EXTERNAL CHIMNEY SEAL OR EQUAL) PORTLAND CEMENT MORTAR OR NON-SHRINK GROUT CASTING PER SPECIFICATIONS *PRECAST CONCRETE MANHOLES SHALL MEET ASTM C478 AND ASTM C497. STORM SEWER MANHOLES N.T.S. 2 1 2 1 A 4 2 ' 2' 1 1 4 A LB B FILTER FABRIC 2 SECTION B-B 12" 18" 8.9 11.9 10.4 14.0 7.1 6.9 DIA. ROUND L CLASS 3 d50 = 9" RIP RAP TABLE OF QUANTITIES 18" DEPTH CU.YD.SQ.YD. FILTER FABRIC (IN.)FT. 12" 15" 18" 21" 24" 30" 12 17 13 21 9 88 8 10 10 12 15 NOTE: RIP-RAP SHALL BE INSTALLED TO PROVIDE EASY REMOVAL OF TRASH GUARD. D OR SPAN FILTER FABRIC NOTE: PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN. FOR PIPES GREATER THAN OR EQUAL TO 30". USE 1.5' GEOTEXTILE FABRIC, MnDOT SPEC. 3733, SHALL COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FT. 12" 18" RIP-RAP RIP-RAP STORM SEWER RIP-RAP INSTALLATION N.T.S. 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO: 2026-06 ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND LOCATED AT 5650 QUEENS AVENUE THE OTSEGO CITY COUNCIL ORDAINS: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally as described as: That part of the Southwest Quarter of the Northeast Quarter of Section 2, Township 120, Range 23, Wright County, Minnesota, described as follows: Beginning at a point on the west line of said Southwest Quarter of the Northeast Quarter distant 1522.00 feet South of the northwest corner of the Northeast Quarter of said Section 2; thence East, perpendicular to said west line, a distance of 643.00 feet; thence North, parallel with said west line, to the north line of said Southwest Quarter of the Northeast Quarter; thence South, along said west line, to the point of beginning. EXCEPT that part thereof lying North of a line described as: Beginning at a point on the west line of said Southwest Quarter of the Northeast Quarter, distant 278.67 feet South of the northwest corner of said Southwest Quarter of the Northeast Quarter; thence East to a point on the east line of said Southwest Quarter of the Northeast Quarter, distance 265.29 feet South of the northeast corner of said Southwest Quarter of the Northeast Quarter and said line there terminating. Section 2. The property is hereby rezoned from a R-3, Residential Long Range Urban Service District designation to I-3, Special Industrial District. Section 3. The Zoning Map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on file at City Hall for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication according to Law. [The remainder page is intentionally blank signatures follow] 2 ADOPTED by the Otsego City Council this 13th day of April, 2026. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2026-33 ADOPTING FINDINGS OF FACT AND APPROVING SITE AND BUILDING PLANS FOR PID 118-802-021300. WHEREAS, FFI LLC (“Owner”) has submitted application for a Zoning Map amendment and Site and Building Plan review for improvements to the property located at 5650 Queens Avenue; and WHEREAS, the legal description of the subject property (“Property”) is attached as Exhibit A; and WHEREAS, the Property is within the East Sewer District and guided for future Industrial land uses by the 2023 Comprehensive Plan; and WHEREAS, the Property is zoned R-3, Residential Long Range Urban Service District; and WHEREAS, the Owner is requesting amendment of the Zoning Map to designate the property as I-3 Special Industrial District; and WHEREAS, an application for Zoning Map amendments is processed in accordance with the provisions of Section 11-3-2 of the Zoning Ordinance; and WHEREAS, the City Council must take into consideration the possible effects of the Zoning Ordinance amendment with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F of the Zoning Ordinance, respectively: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2023 Comprehensive Plan guides the subject site for industrial uses within the East Sewer District. The industrial development guided for the subject site is to be smaller scale buildings and low intensity uses similar with the character of existing industrial uses in the area that were established prior to the area being annexed to the City in 1994. The industrial use of the subject property is consistent with the Future Land Use Plan and policies for development within this area of the City. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject property is surrounded by the existing and planned uses shown in the table below. The existing and proposed building create a visual barrier of the active portion of the property from view from the north. The residential uses to the north and southeast the subject property also have established tree lines that screen their view of the property, but plantings within the property need to be added to provide more screening of the industrial use from the surrounding residential properties. Direction Land Use Plan Zoning Map Existing Use North LD Residential LL R-3 District Single family dwellings East LD Residential LL R-3 District Single family dwellings South Industrial I-3 District R-3 District Multiple tenant industrial Single family dwellings West Industrial I-3 District Manufacturing (Canvas Craft) 2 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed construction will be required to comply with the applicable performance standards of the Zoning Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site is accessed from Queens Avenue, which is designated by the 2023 Comprehensive Plan as a Commercial/Industrial Collector Street. The existing roadway has adequate capacity to accommodate traffic that will be generated by the expanded use of the subject property as proposed. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The proposed use is within the East Sewer District where urban uses are guided based on available infrastructure. The proposed expansion of the existing use does not require connection to City utilities. The development of the subject site will not impact City service capabilities. WHEREAS, the Owner is requesting approval of Site and Building Plan Review for a 12,900 square foot addition of the existing 6,674 square foot building upon the Property; and WHEREAS, an application for Site and Building Plan Review is processed in accordance with the provisions of Section 11-9-3 of the Zoning Ordinance; and WHEREAS, the Planning Report dated 2 April 2026 prepared by the City Planner, The Planning Company LLC, is incorporated herein. WHEREAS, the Planning Commission conducted a public hearing at their regular meeting on 6 April 2026 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT the findings of fact outlined herein are adopted and the application for Site and Building Plan Review is approved based upon the foregoing information and applicable ordinances, subject to the following conditions: 1. All written and graphic materials officially submitted to the City shall be treated as a formal agreement between the applicant and the City. Once approved, no changes, modifications or alterations shall be made to any plan detail, standard, or specifications without prior submission of a plan modification request to the Zoning Administrator for review and approval. 2. The property owner shall dedicate a right-of-way easement for the east 50 feet of Queens Avenue, subject to review and approval of the City Engineer. 3. The design and construction plans for access from Queens Avenue and off-street parking areas shall be subject to review and approval of the City Engineer. 4. A landscape plan shall be submitted as required by Section 11-19-2.B of the Zoning Ordinance and is subject to review and approval of the Zoning Administrator addressing: 3 a. Planting a mix of evergreen and shade trees along lot lines abutting residentially zoning properties meeting the screening requirements of Section 11-19-3 of the Zoning Ordinance. b. Any landscape areas shall be irrigated in compliance with Section 5-2-8.C.2 of the City Code. 5. A photometric lighting plan shall be submitted and all exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 6. Any exterior storage of waste and recycling containers shall comply with of Section 11 -18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 7. All signs shall comply with Section 37 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 8. All utility issues shall be subject to review and approval of the Building Official. 9. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 10. If determined necessary by the Zoning Administrator, the developer shall enter into a Site Improvement Performance Agreement as required Section 11-9-7 of the Zoning Ordinance, subject to review by the City Attorney and approval of the City Council. (Remainder of page blank signatures follow) 4 ADOPTED by the Otsego City Council this 13th day of April, 2026. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: CITY OF OTSEGO __________________________________ Jessica L. Stockamp, Mayor ATTEST: __________________________________ Audra Etzel, City Clerk EXHIBIT A LEGAL DESCRIPTION That part of the Southwest Quarter of the Northeast Quarter of Section 2, Township 120, Range 23, Wright County, Minnesota, described as follows: Beginning at a point on the west line of said Southwest Quarter of the Northeast Quarter distant 1522.00 feet South of the northwest corner of the Northeast Quarter of said Section 2; thence East, perpendicular to said west line, a distance of 643.00 feet; thence North, parallel with said west line, to the north line of said Southwest Quarter of the Northeast Quarter; thence South, along said west line, to the point of beginning. EXCEPT that part thereof lying North of a line described as: Beginning at a point on the west line of said Southwest Quarter of the Northeast Quarter, distant 278.67 feet South of the northwest corner of said Southwest Quarter of the Northeast Quarter; thence East to a point on the east line of said Southwest Quarter of the Northeast Quarter, distance 265.29 feet South of the northeast corner of said Southwest Quarter of the Northeast Quarter and said line there terminating.