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Item 4.10 South Central Water Treatment Plant Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 13 July 2026 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty City Engineer Wagner Utilities Manager Niedermeier 4.10 – South Central WTP 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 recommends the City Council approve a Zoning Map amendment and Conditional Use Permit. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No Yes held by Planning Commission 15 June 2026 BACKGROUND/JUSTIFICATION: The City of Otsego has prepared plans for the construction of a water treatment plant, to be known as the South Central Water Treatment Plant (SC-WTP), located at the southeast quadrant of 70th Street (CSAH 38) and McAllister Avenue upon PID 118-500-311102, which is adjacent to Water Tower #4. The water treatment plant will use advanced treatment technologies to remove iron, manganese, and radium commonly found in the aquifers from which it draws water from. Development of the SC-WTP requires consideration of a Zoning Map amendment to rezone the subject property to INS, Institutional District, which allows City utility uses as a conditional use. A public hearing to consider the Zoning Map amendment and Conditional Use Permit applications was held by the Planning Commission at its meeting on 15 June 2026. There were no public comments, and the public hearing was closed. The Planning Commission had general questions about the City’s plans for drinking water treatments, but no concerns regarding the SC-WTP project. Following discussion, the Planning Commission recommended the City Council approve the Zoning Map amendment and Conditional Use Permit. SUPPORTING DOCUMENTS ATTACHED: • Planning Report dated 10 June 2026 • Ordinance 2026-10 amending the Zoning Map • Resolution 2026-53 adopting Findings of Fact and approving a Conditional Use Permit POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Ordinance 2026-10 amending the Zoning Map and adopt Resolution 2026-53 approving Findings of Fact and a Conditional Use Permit for the South Central Water Treatment Plant, subject to the conditions as presented. BUDGET INFORMATION FUNDING: BUDGETED: Fund 601 – Water Utility Yes 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: 10 June 2026 RE: Otsego – Utilities; South Central – Water Treatment Plant (SC-WTP) TPC FILE: 101.01 BACKGROUND The City of Otsego has prepared plans for the construction of a water treatment plant to be located at the southeast quadrant of 70th Street (CSAH 38) and McAllister Avenue upon PID 118-500-311102, which is adjacent to Water Tower #4. The water treatment plant will use advanced treatment technologies to remove iron, manganese, and radium commonly found in the aquifers from which it draws its water supply from. Development of the SC-WTP requires consideration of a Zoning Map amendment to rezone the subject property to INS, Institutional District, which allows City utility uses as a conditional use. A public hearing to consider the Zoning Map amendment and Conditional Use Permit applications has been noticed for the Planning Commission meeting on 15 June 2026. Exhibits: §Property Location Map §Site Plan §Restoration Plan, Planting Plans and Planting Details (3 Sheets) §Grading Plan §Utility Plan §Building floor plans (4 sheets) §Exterior building elevations (5 sheets) §Building profile sections (4 sheets) 2 ANALYSIS Comprehensive Plan. The Comprehensive Plan establishes that water utilities are to be provided for the purposes of accommodating anticipated growth with a compact, urban form with staged expansion polices to manage development, provide for a balance of residential use types, and increase commercial and industrial development. The City has adopted a Water System Management Plan to facilitate long-range development of utility infrastructure to meet the service needs of existing and future users. Construction of the SC-WTP is being undertaken to improve water quality for all users and is an essential service necessary to implement the Comprehensive Plan policies in accordance with the Water System Master Plan. Zoning. The subject site is zoned A-1, Agriculture Rural Service District. The City is proposing to amend the Zoning Map to zone the property INS, Institutional District, which allows City utility uses as a conditional use as provided for by Section 11-90-6.G of the Zoning Ordinance. Lot Requirements. Section 11-90-7.A of the Zoning Ordinance specifies that parcels within the INS District must have a minimum lot area of five acres with no minimum lot width requirement. The subject property is 26.70 acres in area and exceeds the minimum lot area requirement of the INS District. Setbacks. Section 11-90-7.B of the Zoning Ordinance requires a minimum setback of 65 feet from the centerline of all public roadways or 30 feet from public rights-of-way, whichever is greater. All structures are to be setback a minimum of 50 feet from interior side or rear lot lines. The proposed location of the SC-WTP building complies with all INS District setback requirements. Building Exterior. Section 11-17-4.D.2 of the Zoning Ordinance requires that principal buildings within the INS District have an exterior comprised of 65 percent materials defined as Grade A or precast concrete panels with a textured or formed surface. The exterior of the SC-WTP building is to consist entirely of precast concrete panels. The proposed exterior finish of the SC-WTP building complies with the requirements of the Zoning Ordinance. Building Height. Section 11-90-8 of the Zoning Ordinance limits the height of principal buildings and accessory structures to 40 feet. The tallest section of the flat roof of the proposed building is 36 feet. The proposed building height complies with the limit established by the Zoning Ordinance. Landscaping. A landscape plan has been prepared that includes installation of low maintenance grasses and forbs with trees planted to the west of the building at its front and in the yard along McAllister Avenue. The types of proposed plantings are appropriate for the subject site and the sizes of the plantings comply with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance. 3 Access. The SC-WTP is to be accessed via a single driveway from McAllister Avenue, which is designated as a Commercial/Industrial Collector Street by the Transportation Plan. The roadway is currently a gravel rural section design, but is to be upgraded to urban standards as a condition of plat approval for the Meadow Haven residential development to the southwest. The City will be responsible for the turn lane, shoulder, and curb improvement costs for the section of McAllister Avenue abutting the SC-WTP and Water Tower #4 properties. The existing access to Water Tower #4 from McAllister Avenue will be removed and connected to the SC- WTP driveway to minimize accesses onto the Commercial/Industrial Collector Street and avoid conflicts with the future right turn lane at 70th Street (CSAH 38). Off-Street Parking. The proposed SC-WTP building is to have six off-street parking spaces along the west side of the building near the entrance. There is also a garage attached to the building designed for parking 12 water utility vehicles. The number of interior and exterior off-street parking spaces is adequate for the SC-WTP use. The off-street parking spaces comply with the dimensions required by Section 11-21-7.B of the Zoning Ordinance and include one disability van accessible space. All off-street driveways, circulation aisles, and parking spaces are to be surfaced with asphalt and surrounded by concrete curb and gutter as required by Section 11-21-7.C and D of the Zoning Ordinance. Exterior Lighting. Any exterior lighting to be installed at the SC-WTP is subject to Section 11-16- 6 of the Zoning Ordinance. Lighting must be downcast with a horizontal shield and the intensity of lighting cast to property lines cannot exceed 0.4 foot candles. A photometric lighting plan is to be provided with the building permit application to verify compliance with the exterior lighting standards of the Zoning Ordinance. Signs. Section 11-37-5.D of the Zoning Ordinance establishes sign allowances for uses within the INS District. No signs are indicated on the submitted plans; any future signs can be reviewed at a later date subject to review and approval of the Zoning Administrator. Grading. A grading, drainage, and erosion control plan has been developed for the SC-WTP improvements. All stormwater management issues are to be subject to review and approval of the City Engineer. Utilities. The proposed SC-WTP building will be connected to City sewer and water utilities. All utility issues are subject to review by the Utilities Department and Building Official. Criteria. The proposed Zoning Map amendment and Conditional Use Permit are to be evaluated based upon (but not limited to) the criteria outlined in Section 11-3-2.F and Section 11-4-2.F of the Zoning Ordinance: 4 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: A goal of the 2023 Comprehensive Plan is that costs incurred for the provision of all municipal utilities and services shall be financed by those who receive such service. This is implemented through the policy of reducing the risk of payment for the provision of the utility system by non-users through utility phasing, the identification of potential water revenue sources, establishment of realistic growth expectations, and adoption of a Capital Improvement Plan. The planned construction of the SC-WTP is consistent with the Capital Improvement Plan, Water System Master Plan, and 2023 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: Properties to the north, east, south, and west are all used for cultivated fields. There are scattered rural residential dwellings in the area and a planned urban residential subdivision to the southwest. Future uses to the east and south of the subject property are planned for industrial uses while areas to the west across McAllister Avenue and north across 70th Street (CSAH 38) are planned for future residential development. The operation of the SC-WTP will not affect the existing or planned use of surrounding properties. 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 SC-WTP will comply with the applicable requirements of the Zoning Ordinance, Subdivision Ordinance, and City Code. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The SC-WTP is accessed via a City street to be improved to Commercial/Industrial Collector Street standards that will have capacity to accommodate traffic generated by the 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 City has planned for development of the SC-WTP to provide increased water quality and sustainability of the water utility system in accordance with the Comprehensive Plan. 5 RECOMMENDATION The proposed SC-WTP will allow the City to continue to meet water service needs as planned residential and business growth in Otsego continues by providing improved water quality and more sustainable operations. City staff recommends approval of the Zoning Map amendment and Conditional Use Permit, subject to the conditions outlined below. POSSIBLE ACTION Motion to recommend approval of a Zoning Map amendment and Conditional Use Permit for the South Central – Water Treatment Plant, subject to the following conditions: 1. The subject property 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. All exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 3. All signs shall be subject to review and approval of the Zoning Administrator. 4. All stormwater management issues shall be subject to review and approval of the City Engineer. 5. All utility issues shall be subject to review by the City Engineer, Utilities Department, and Building Official. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer Kurt Neidermeier, Utility Manager David Kendall, City Attorney Property Location Map South Central Water Treatment Plant 826 ft Overview Legend Highways Interstate State Highway US Highway Roads City/Township Limits c t Parcels Torrens R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W WW W W W W WW WW W W 36 . 6 7 ' 452.74' 28 1 . 8 4 ' R50 . 0 0 ' 24.91' 19 5 . 1 7 ' 377.84' 25.50' 37 . 0 0 ' 38 . 3 4 ' 68.00' 54 . 5 0 ' 8. 0 0 ' 4.00' 5. 6 7 ' 4.00' 4. 0 0 ' 5. 0 0 ' 51 . 1 7 ' 12 . 0 0 ' 3 0 . 0 0 ' 21 . 2 1 ' 24.67 ' D D D >>>> D S S 31.50' 15 . 5 0 ' 20.00' HTRON 0 Scale in Feet 400 Fi l e : C: \ U s e r s \ j e v a n s \ D C \ A C C D o c s \ A E 2 S \ 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P \ P r o j e c t F i l e s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S I T E P L A N . d w g Pl o t t e d : B y : Jo s h E v a n s D a t e : Th u r s d a y , M a y 2 8 , 2 0 2 6 Fi l e : C: \ U s e r s \ j e v a n s \ D C \ A C C D o c s \ A E 2 S \ 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P \ P r o j e c t F i l e s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - S I T E P L A N . d w g PR O J E C T T I T L E : PROJECT NO: DATE: ALT. PROJECT NO: SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: SY M DA T E AP P R ST A T U S : Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C ww w . a e 2 s . c o m RE V I S I O N S OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T SITE PLAN CITY OF OTSEGO OTSEGO, MN P05409-2024-005 MAY 2026 SW C105 CP/GP DL DL CO N S T R U C T I O N CONSTRUCTION NOTES HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1, SHEET C706 CONCRETE SIDEWALK - SEE DETAIL 2, SHEET C706 CURB CUT - SEE DETAIL 4, SHEET C708 SURMOUNTABLE CURB AND GUTTER - SEE STANDARD PLATE 704, SHEET C704 CONSTRUCTION STAGING AREA - SEE DETAIL 1, SHEET C707. CONTRACTOR TO PLACE AND COMPACT MILLINGS PROVIDED BY OWNER. 4" YELLOW PAINT PAVEMENT STRIPING ELECTRICAL EQUIPMENT - SEE ELECTRIAL STRUCTURAL CONCRETE - SEE STRUCTURAL BITUMINOUS DRIVEWAY - SEE DETAIL TYPICAL CROSS GUTTER - SEE STANDARD PLATE 702, SHEET C704 PIPE BOLLARD - SEE DETAIL 4, C706 1 2 3 4 5 6 7 8 9 10 11 WTPADMIN CLEARWELL GARAGE FUTURE COLD STORAGE BUILDING 1 1 5 2 2 2 8 8 2 4 4 4 TRANSITION TO 2" CURB HEIGHT 7 6 B Y O T H E R S BY W T P C O N S T R U C T I O N 3 8 9 GENERAL NOTES 1.MCALLISTER AVE ROADWAY IMPROVEMENTS COMPLETED BY OTHERS. WORK INCLUDES GRADING, PAVING, CURB & GUTTER, DRIVEWAY ENTRANCE, AND TURF ESTABLISHMENT. CONTACT INFORMATION WILL BE PROVIDED WHEN AVAILABLE. 2.RADIUS DIMENSIONS SHOWN ARE FROM TOP BACK OF CURB. 3.DIMENSIONS AT CURB AND GUTTER ARE FROM TOP BACK OF CURB. 4.INSTALL CURB TRANSITION AT ALL CATCH BASINS CURB INLETS, SEE STANDARD PLATE 705, SHEET C704 UNLESS OTHERWISE NOTED. 10 FUTURE CLEARWELL 3 11 11 4 4 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. SIGNATURE: TYPED NAME: DANIEL LANDRUS MAY 29, 2026 LIC. NO. 54263 R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WW W W W W WW WW W W SD 96 0 955 95 0 945 94 0 96 0 955 95 5 955.0 8 955. 8 5 953.9 1 952. 9 7 951.8 6 94 0 945 950 955 939 941 94 2943944 946947948949 951952953 954 956957 955 96 0 9 5 3 954 956 95 7 9 5 8 9 5 9 96 1 96 2 961 962 963 964 95 0 9 4 8 9 4 9 9 5 1 95 2 9 5 2 95 2 9 5 3 95 3 9 5 3 95 4 95 4 9 4 5 9 4 4 94 6 94 7 948 9 5 0 95 5 95 4 954 D D D >>>> D 957.11 957.30 954.37 954.65 954.42 954.71 954.83955.12954.88 953.85 954.74 955.92 956.00 955.85 955.92955.92 955.92 955.92 955.92 -2.68% - 3 . 7 5 % - 1 . 5 2 % - 1 . 2 7 % -2 . 0 0 % -1 . 3 8 % -2. 3 9 % -1 . 8 8 % -2.7 0 % -3.07 % -2.93:1 -2 . 8 3 % - 2 . 0 6 % -3 . 9 9 : 1 -4 . 0 0 : 1 953.50 -3.00:1 951 952 953 954 955 950 938 940 945 950 955 949.96 949.96 -4.53% -2.27% 955.92 S S CO 950.97 951.26 949 948 947 947948949 955.92 95 1 95 3 95 5 -3 . 0 0 : 1 -3.00:1 955.42 956.00 956.00955.42 -3.00:1 -3.00:1 HTRON 0 Scale in Feet 400 Fi l e : C: \ U s e r s \ j e v a n s \ D C \ A C C D o c s \ A E 2 S \ 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P \ P r o j e c t F i l e s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - G R A D . d w g Pl o t t e d : B y : Jo s h E v a n s D a t e : Th u r s d a y , M a y 2 8 , 2 0 2 6 Fi l e : C: \ U s e r s \ j e v a n s \ D C \ A C C D o c s \ A E 2 S \ 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P \ P r o j e c t F i l e s \ 0 1 - C i v i l \ P l a n S h e e t s \ C S - G R A D . d w g PR O J E C T T I T L E : PROJECT NO: DATE: ALT. PROJECT NO: SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: SY M DA T E AP P R ST A T U S : Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C ww w . a e 2 s . c o m RE V I S I O N S OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T GRADING PLAN CITY OF OTSEGO OTSEGO, MN P05409-2024-005 MAY 2026 SW C106 GP/CP DL DL CO N S T R U C T I O N WTP FFE: 954.0 GENERAL NOTES 1.MCALLISTER AVE ROADWAY IMPROVEMENTS COMPLETED BY OTHERS. WORK INCLUDES GRADING, PAVING, CURB & GUTTER, DRIVEWAY ENTRANCE, AND TURF ESTABLISHMENT. GRADING LIMITS WILL BE LOCATED AT MCALLISTER AVE RIGHT OF WAY. CONTACT INFORMATION WILL BE PROVIDED WHEN AVAILABLE 2.ALL SPOT ELEVATIONS AT CURB LOCATIONS ARE AT THE TOP BACK OF CURB. 3.CONTRACTOR TO RESTORE ALL DISTURBED AREAS WITH MINIMUM 6" TOPSOIL. CLEARWELL CONSTRUCTION NOTES GRADE IN EMERGENCY OVERFLOW - SEE DETAIL 8, SHEET C706. INSTALL SALVAGED ARTICULATED CONCRETE BLOCK MAT. STORM POND NWL: 942.5 100-YR HWL: 944.9 FILTRATION BENCH TOP OF SAND: 942.5 1 2 3 1 2 3 B Y O T H E R S BY W T P C O N S T R U C T I O N 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. SIGNATURE: TYPED NAME: DANIEL LANDRUS MAY 29, 2026 LIC. NO. 54263 R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W W W W W W W WWWWWWW SD SD SD SD SD SD SD SD SD W W W WW WW WW W W D D D D D D S S CO HTRON 60 Scale in Feet 0 Fi l e : C: \ U s e r s \ C P a r l e t \ D C \ A C C D o c s \ A E 2 S \ 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P \ P r o j e c t F i l e s \ 0 1 - C i v i l \ P l a n S h e e t s \ C U - W A T E R . d w g Plo t t e d : B y : Co l e P a r l e t D a t e : Th u r s d a y , M a y 2 8 , 2 0 2 6 Fi l e : C: \ U s e r s \ C P a r l e t \ D C \ A C C D o c s \ A E 2 S \ 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P \ P r o j e c t F i l e s \ 0 1 - C i v i l \ P l a n S h e e t s \ C U - W A T E R . d w g PR O J E C T T I T L E : PROJECT NO: DATE: ALT. PROJECT NO: SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: SY M DA T E AP P R ST A T U S : Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C ww w . a e 2 s . c o m RE V I S I O N S OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T OVERALL UTILITY PLAN CITY OF OTSEGO OTSEGO, MN P05409-2024-005 MAY 2026 SW C107 GP/CP DL DL CO N S T R U C T I O N WTP CLEARWELL CONSTRUCTION NOTES FINISHED WATER - SEE PLAN AND PROFILE SHEET C201 FINISHED WATER - SEE PLAN AND PROFILE SHEET C202 FINISHED WATER - SEE PLAN AND PROFILE SHEET C203 RAW WATER - SEE PLAN AND PROFILE SHEET C204 - C206 RAW WATER - SEE PLAN AND PROFILE SHEET C207 - C208 RAW WATER - SEE PLAN AND PROFILE SHEET C209 OVERFLOW - SEE PLAN AND PROFILE SHEET C210 OVERFLOW - SEE PLAN AND PROFILE SHEET C211 OVERFLOW - SEE PLAN AND PROFILE SHEET C212 STORM SEWER - SEE PLAN AND PROFILE SHEET C213 STORM SEWER - SEE PLAN AND PROFILE SHEET C214 STORM SEWER - SEE PLAN AND PROFILE SHEET C215 STORM SEWER - SEE PLAN AND PROFILE SHEET C216 SANITARY SEWER - SEE PLAN AND PROFILE SHEET C217 CONTROL VAULT PIPING - SEE DETAIL 3, SHEET C707 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 3 4 4 5 7 10 10 12 12 13 12 11 1314 15 WELL (BY OTHERS) WELL (BY OTHERS) 8 9 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. SIGNATURE: TYPED NAME: DANIEL LANDRUS MAY 29, 2026 LIC. NO. 54263 T WW WW D D 96 0 955 95 0 945 94 0 96 0 955 95 5 D D D D M M RESTORATION SCHEDULE SYMBOL DESCRIPTION SOUTHERN BOULEVARD SEED MIX MnDOT 2575.608 WET DITCH SEED MIX MnDOT 2575.608 SEEDING LIMITS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR SEEDING ALL DISTURBED AREAS AS A RESULT OF CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. TEMPORARY EROSION CONTROL MEASURES, INCLUDING PERIMETER CONTROL AND INLET PROTECTION MUST BE MAINTAINED UNTIL FINAL STABILIZATION MEASURES ARE IN PLACE AND APPROVED BY THE OWNERS REPRESENTATIVE. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL INFORMATION. 0 SCALE IN FEET 50 100 AGGREGATE & FUTURE BUILDING - SEE CIVIL PLANS PROPOSED UTILITIES & GRADING - SEE CIVIL PLANS (TYP) EXISTING CONTOURS (TYP) SURFACE MATERIAL OVER CLEAR WELL TO BE CONFIRMED BY OWNER OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T SW LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS MAY 28, 2026 56522 SY M DA T E AP P R RE V I S I O N S PR O J E C T T I T L E : PROJECT NO: DATE: ALT. PROJECT NO: SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: ST A T U S : Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C ww w . a e 2 s . c o m L510 SITE RESTORATION PLANPl o t t e d : B y : Pa u l N e l s o n D a t e : Th u r s d a y , M a y 2 8 , 2 0 2 6 Fi l e : \\ i s g f i l e 1 \ S h a r e d \ P r o j e c t s \ 3 3 0 0 0 P R O J \ 3 3 4 0 0 - 3 3 4 9 9 \ 3 3 4 6 7 A E 2 S P a r t n e r s h i p S o u t h C e n t r a l - M a p l e G r o v e M N \ 3 3 4 6 7 P r o d u c t i o n F i l e s \ 3 3 4 6 7 C i v i l 3 D \ P r o d u c t i o n D w g s \ 3 3 4 6 7 - C 5 - L a n d . d w g PW PW MC/PN 300 33467 L510 SITE RESTORATION PLAN CITY OF OTSEGO L510 CO N S T R U C T I O N MAY 2026 P05409-2024-005 OTSEGO, MINNESOTA PLANTING PLAN REFER TO SHEET L511 D M (2) SP-S (7) HM-E (9) CA-K (7) ES-S (17) CA-K (16) ES-S (1) GT (3) PS (3) CO-C PATIO SEATING TO BE CONFIRMED BY OWNER & ARCHITECT LANDSCAPE EDGING (TYP) MATERIAL SCHEDULE SYMBOL DESCRIPTION ROCK MULCH SEE SPECIFICATION 32 9300 LANDSCAPE EDGING SEE SPECIFICATION 32 9300 CODE QTY BOTANICAL / COMMON NAME SIZE ROOT DECIDUOUS TREES CO-C 3 CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL B & B GT 1 GLEDITSIA TRIACANTHOS HONEY LOCUST 2.5" CAL B & B EVERGREEN TREES PS 3 PINUS SYLVESTRIS SCOTCH PINE 6` HT MIN B & B UNDERSTORY TREES SP-S 2 SYRINGA PEKINENSIS 'SUNDAK' COPPER CURLS PEKING LILAC 2" CAL B & B DECIDUOUS SHRUBS HM-E 7 HYDRANGEA MACROPHYLLA ENDLESS SUMMER HYDRANGEA 24" HT MIN CONT PERENNIALS CA-K 26 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONT ES-S 23 ECHINACEA SANGUINEA SANGUINE PURPLE CONFLOWER #1 CONT PLANT SCHEDULE PLANTING ZONING: A-1 AGRICULTURAL - RURAL SERVICE AREA ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE IN CONFORMANCE WITH AMERICAN NURSERY ASSOCIATION STANDARDS MEASURED FROM THE TOP OF THE BALL OR CONTAINER TO THE TOP OF THE TREE/SHRUB OR BOTTOM OF THE EVERGREEN LEADER: POTTED / BARE ROOT OR B&B EVERGREEN TREES 36 INCHES - 48 INCHES DECIDUOUS SHRUBS 24 INCHES - 30 INCHES EVERGREEN SHRUBS 24 INCHES - 30 INCHES SPREADING EVERGREEN SHRUBS 18 INCHES - 24 INCHES TALL SHRUBS AND HEDGE MATERIAL 36 INCHES - 48 INCHES (EVERGREEN OR DECIDUOUS) ORNAMENTAL TREES 1.5 INCH CALIPER SHADE TREES 2 INCH CALIPER NOTES: SEEDED AREAS SHALL INCLUDE PROPER EROSION CONTROL MEASURES, WATERING AND MAINTENANCE FOR AT MINIMUM 90 DAYS (CITY TO CONFIRM THE MAINTENANCE PERIOD). CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS AS A RESULT OF CONSTRUCTION OPERATIONS. SEE THE FOLLOWING SHEET FOR ADDED LANDSCAPE NOTES AND DETAILS. LANDSCAPE REQUIREMENTS 0 SCALE IN FEET 20 40 OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T SW LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS MAY 28, 2026 56522 SY M DA T E AP P R RE V I S I O N S PR O J E C T T I T L E : PROJECT NO: DATE: ALT. PROJECT NO: SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: ST A T U S : Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C ww w . a e 2 s . c o m L511 PLANTING PLANPl o t t e d : B y : Pa u l N e l s o n D a t e : Th u r s d a y , M a y 2 8 , 2 0 2 6 Fi l e : \\ i s g f i l e 1 \ S h a r e d \ P r o j e c t s \ 3 3 0 0 0 P R O J \ 3 3 4 0 0 - 3 3 4 9 9 \ 3 3 4 6 7 A E 2 S P a r t n e r s h i p S o u t h C e n t r a l - M a p l e G r o v e M N \ 3 3 4 6 7 P r o d u c t i o n F i l e s \ 3 3 4 6 7 C i v i l 3 D \ P r o d u c t i o n D w g s \ 3 3 4 6 7 - C 5 - L a n d . d w g PW PW MC/PN 300 33467 L511 PLANTING PLAN CITY OF OTSEGO L511 CO N S T R U C T I O N MAY 2026 P05409-2024-005 OTSEGO, MINNESOTA DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER ROOTBALL Ø 2X ROOTBALL Ø HARDWOOD MULCH (SEE PLANTING NOTES) MOUNDED AT EDGE TO FORM A SHALLOW SAUCER. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A 6" RING AROUND CROWN PRUNE ALL BROKEN, DAMAGED OR RUBBING LIMBS AND BRANCHES 1/2" ABOVE A LIVE BUD IMMEDIATELY AFTER PLANTING. ALL PRUNING CUTS CLEAN AT 90° 1/2" LAYER OF ORGANIC COMPOST SET ROOT FLARE JUNCTION 1"-2" ABOVE FINISH GRADE REMOVE TWINE AND BOTTOM OF WIRE BASKET PRIOR TO PLACING ROOTBALL. SET PLUMB AND REMOVE REMAINING BASKET WIRE. CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. PRUNE ANY CIRCLING OR GIRDLING ROOTS AT AND ON THE OUTSIDE OF ROOTBALL PRIOR TO BACKFILLING EXCAVATE TO A DEPTH EQUAL TO THE HEIGHT OF THE ROOTBALL AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB. BACKFILL WITH AMENDED TOPSOIL EVERGREEN TREE PLANTING NTS ROOTBALL Ø 2X ROOTBALL Ø PRUNE ALL BROKEN, DAMAGED OR RUBBING LIMBS AND BRANCHES 1/2" ABOVE A LIVE BUD IMMEDIATELY AFTER PLANTING. ALL PRUNING CUTS CLEAN AT 90° HARDWOOD MULCH (SEE PLANTING NOTES) MOUNDED AT EDGE TO FORM A SHALLOW SAUCER. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A 6" RING AROUND CROWN DO NOT CUT PRIMARY LEADERS - 3 LARGEST DIAMETER STEMS SET ROOT FLARE JUNCTION 1"-2" ABOVE FINISH GRADE 1/2" LAYER OF ORGANIC COMPOST REMOVE TWINE AND BOTTOM OF WIRE BASKET PRIOR TO PLACING ROOTBALL. SET PLUMB AND REMOVE REMAINING BASKET WIRE. CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. PRUNE ANY CIRCLING OR GIRDLING ROOTS AT AND ON THE OUTSIDE OF ROOTBALL PRIOR TO BACKFILLING EXCAVATE TO A DEPTH EQUAL TO THE HEIGHT OF THE ROOTBALL AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB. BACKFILL WITH AMENDED TOPSOIL MULTI-STEM TREE PLANTING NTS 2" EXCAVATE TO A DEPTH EQUAL TO THE ROOTBALL OR CONTAINER AND TWICE THE DIAMETER OF THE ROOTBALL OR CONTAINER. PLACE ROOTBALL ON SUBSOIL PEDESTAL. BACKFILL WITH AMENDED TOPSOIL HARDWOOD MULCH (SEE PLANTING NOTES) CONTAINER Ø 2X ROOTBALL Ø 2X CONTAINER Ø ROOTBALL Ø SHRUBS SHALL BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS 1" - 2" ABOVE FINISH GRADE CUT AND REMOVE ENTIRE WIRE BASKET, BURLAP AND/OR TWINE, OR ENTIRE CONTAINER, AND REMOVE FROM THE PLANTING PIT, SCARIFY ROOTS FOR ALL CONTAINER PLANTS 1/2" LAYER OF ORGANIC COMPOST SHRUB PLANTING NTS HARDWOOD MULCH (SEE PLANTING NOTES) EDGE OF PLANTING BED / GROUND COVER AREA INSTALL PERENNIALS SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE. DO NOT PLACE MULCH DIRECTLY OVER ROOT CROWN PLAN SECTION EQ CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS. BACKFILL WITH AMENDED TOPSOIL 2" INSTALL PLANTS PER PLANS. ALL PLANTS SHALL BE EQUALLY SPACED TO ACHIEVE A SYMMETRICAL LAYOUT FOR BOTH TRIANGULAR AND LINEAR PLANT SPACING E Q 1/2" LAYER OF ORGANIC COMPOST 1/2 SPACING PERENNIAL PLANTING NTS TREES 8'+TREES 6'-8' STAKING DIAGRAM DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER ROOTBALL Ø 2X ROOTBALL Ø Ø2" CEDAR STAKES, 8' LENGTH - INSTALL OUTSIDE OF ROOTBALL AT 4' HEIGHT WRAP ARBOR TIE AROUND TRUNK AND ATTACH TO STAKES HARDWOOD MULCH (SEE PLANTING NOTES) MOUNDED AT EDGE TO FORM A SHALLOW SAUCER. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A 6" RING AROUND CROWN PRUNE ALL BROKEN, DAMAGED OR RUBBING LIMBS AND BRANCHES 1/2" ABOVE A LIVE BUD IMMEDIATELY AFTER PLANTING. ALL PRUNING CUTS CLEAN AT 90° 1/2" LAYER OF ORGANIC COMPOST SET ROOT FLARE JUNCTION 1"-2" ABOVE FINISH GRADE ±6 " REMOVE TWINE AND BOTTOM OF WIRE BASKET PRIOR TO PLACING ROOTBALL. SET PLUMB AND REMOVE REMAINING BASKET WIRE. CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. PRUNE ANY CIRCLING OR GIRDLING ROOTS AT AND ON THE OUTSIDE OF ROOTBALL PRIOR TO BACKFILLING EXCAVATE TO A DEPTH EQUAL TO THE HEIGHT OF THE ROOTBALL AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB. BACKFILL WITH AMENDED TOPSOIL SINGLE-STEM TREE PLANTING NTS ROCK MULCH 32 9300 NON-WOVEN GEOTEXTILE, 3" MIN UPTURN AT EDGES LANDSCAPE EDGING 32 9300 BU I L D I N G LAWNROCK MULCH TOPSOIL PREPARED SUBGRADE 12" ROCK MULCH NTS 4" OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T SW LIC. NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS MAY 28, 2026 56522 SY M DA T E AP P R RE V I S I O N S PR O J E C T T I T L E : PROJECT NO: DATE: ALT. PROJECT NO: SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: ST A T U S : Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C ww w . a e 2 s . c o m L520 PLANTING DETAILSPl o t t e d : B y : Pa u l N e l s o n D a t e : Th u r s d a y , M a y 2 8 , 2 0 2 6 Fi l e : \\ i s g f i l e 1 \ S h a r e d \ P r o j e c t s \ 3 3 0 0 0 P R O J \ 3 3 4 0 0 - 3 3 4 9 9 \ 3 3 4 6 7 A E 2 S P a r t n e r s h i p S o u t h C e n t r a l - M a p l e G r o v e M N \ 3 3 4 6 7 P r o d u c t i o n F i l e s \ 3 3 4 6 7 C i v i l 3 D \ P r o d u c t i o n D w g s \ 3 3 4 6 7 - C 5 - L a n d . d w g PW PW MC/PN 300 33467 L520 L520 CO N S T R U C T I O N PLANTING DETAILS CITY OF OTSEGO MAY 2026 P05409-2024-005 OTSEGO, MINNESOTA UP 114 MECH 120 SHOP 121 ELECTRICAL 117 SERVICE/PUMP ROOM 110 BREAK ROOM 100 VESTIBULE 101 RECEPTION 105 OPEN OFFICE / SCADA 119 LAB 116 CL2 FEEDERS 115 CHLORINE 123 FLUORIDE 124 ORTHOPOLY 125 HMO 104 IT 102 PRIVATE OFFICE 111 TOILET 113 LOCKERS & LAUNDRY 112 TOILET & SHOWER 109 TOILET 107 STORAGE 108 MULTI-PURPOSE ROOM 103 FILE ROOM 1/ A105 1/ A103 1/ A104 133 GARAGE 118 TOILET 106 CIRCULATION 132 STAIR 1 122 CIRCULATION 131 FILTER 6 UNOCC. 128 FILTER 5 UNOCC. 127 FILTER 3 UNOCC. 126 FILTER 1 UNOCC. 129 FILTER 2 UNOCC. 130 FILTER 4 UNOCC. ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR:SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 3 : 1 0 P M JAG JAG MJT A101 MAIN LEVEL - OVERALL OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP KEYPLAN AD M I N GARAGE TREATMENT A101 1 MAIN LEVEL - OVERALL N O R T H016'32' SY M D A T E D E S C R I P T I O N A P P R UP 2 A302 ________________________________________________ 2 A302 ________________________________________________ 1 A302 ________________________________________________ 1 A302 ________________________________________________ 1 A304 ________________________________________________ 1 A304 ________________________________________________ 002 LOWER LEVEL 8.28.288 1010 CC KK BB HH GG FF EE DD 55 66 2 A304 ________________________________________________ 2 A304 ________________________________________________ A401 1 69 ' - 0 " 3' - 0 " 14 ' - 1 1 " 20 ' - 1 " 20 ' - 4 " 12 ' - 8 " 1' - 0 " 22 ' - 8 " 5' - 0 " 12 ' - 2 " 5' - 0 " 24 ' - 2 " 5' - 0"76' - 2" 1' - 0"4' - 0"11' - 4"36' - 0"28' - 10" 62 ' - 4 " 39 ' - 8 " 10 2 ' - 0 " 30 ' - 0 " 3' - 0 " 14 ' - 1 1 " 20 ' - 1 " 20 ' - 4 " 12 ' - 8 " 1' - 0 " 33' - 4"64' - 10" 98' - 2" 17' - 0"5' - 0"76' - 2" 00 1 UNOCCUPIED UNOCCUPIED UNOCCUPIED 001 STAIR 1 81' - 2" 56 56 3' - 6" 3' - 6" CL CL 56 56 12 ' - 0 " 10 ' - 4 " CL CL 99 83 83 83 83 83 83 83 FDN-B FDN-A FDN-A FDN-A FDN-A FDN-A FDN-B FDN-B FDN-A FDN-A UNOCCUPIED UNOCCUPIED UNOCCUPIED UNOCCUPIED FDN-B FDN-B FDN-B FDN-B FDN-B ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 3 : 1 2 P M JAG JAG MJT A102 LOWER LEVEL - TREATMENT OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A102 1 LOWER LEVEL - TREATMENT KEYPLAN AD M I N GARAGE TREATMENT N O R T H04'8'12'16'20' KEYNOTE LEGEND 56 FRP LADDER WITH FALL ARRESTOR. 83 WALL CONSTRUCTION JOINT, SEE STRUCTURAL FOR STANDARD DETAIL. SY M D A T E D E S C R I P T I O N A P P R A203 2 1 A301 ________________________________________________ 1 A301 ________________________________________________ 2 A303 ________________________________________________ 2 A303 ________________________________________________ 133 GARAGE SKID LOADER UTILITY TRUCK UTILITY TRUCKUTILITY TRUCK PLOW TRUCKCRANE TRUCK TELEVISING EQUIPMENT METER READ VEHICLE JET VAC TRUCKJETTER TRUCK LA W N E Q P T L A W N E Q P T LA W N E Q P T TRAILERED PORTABLE GENERATOR TRAILERED PORTABLE GENERATOR TRAILERED PORTABLE GENERATORTRAILERED VALVE TURNER UTV W/ PLOW 1/ A103 1 10 AA AA 11 44 88 CC CC BB BB 22 33 55 66 1 A303________________________________________________ 1 A303________________________________________________ A204 1 48 ' - 0 " 32 ' - 0 " 180' - 0" 60' - 0"39' - 4"20' - 8"22' - 8"5' - 0"32' - 4" 22' - 4"37' - 8"36' - 0"3' - 4"41' - 6"6' - 10"26' - 4"6' - 0" 10 6 B 13 3 D 12 0 B 12 1 B 133B 13 3 E 13 3 F 2 A301 ________________________________________________ 2 A301 ________________________________________________ 1416 3' - 4 " 43 ' - 8 " 20 ' - 0 " 12 ' - 0 " 3 3 3 3 3 3 12 12 12 12 12 19 19 13 3 A 1' - 0 " 79 ' - 0 " 180' - 0" X1 3 X13 X13 X1 3 X14 80 ' - 0 " X14 38 13 3 C TV 59 59 A505 1 A505 3 71 71 24 80 1 A318 ________________________________________________ 6' - 0"33' - 4" ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 3 : 2 0 P M JAG JAG MJT A104 MAIN LEVEL - GARAGE OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP VEHICLE / EQUIPMENT SCHEDULE MARK DESCRIPTION COMMENTS PROVIDED BY HEIGHT LENGTH WIDTH COUNT CRANE TRUCK OWNER 12' - 0" 25' - 0" 9' - 6" 1 JET VAC TRUCK OWNER 14' - 0" 40' - 0" 10' - 0" 1 JETTER TRUCK OWNER 12' - 0" 25' - 0" 10' - 0" 1 LAWN EQPT OWNER 4' - 0" 6' - 0" 4' - 0" 3 METER READ VEHICLE OWNER 8' - 0" 23' - 0" 9' - 0" 1 PLOW TRUCK OWNER 8' - 0" 26' - 0" 9' - 0" 1 SKID LOADER OWNER 8' - 0" 12' - 0" 5' - 0" 1 TELEVISING EQUIPMENT OWNER 12' - 0" 25' - 0" 10' - 0" 1 TRAILERED PORTABLE GENERATOR OWNER 8' - 0" 16' - 0" 6' - 0" 3 TRAILERED VALVE TURNER OWNER 6' - 0" 12' - 0" 6' - 0" 1 UTILITY TRUCK OWNER 8' - 0" 23' - 0" 9' - 0" 3 UTV W/ PLOW OWNER 8' - 0" 13' - 0" 7' - 0" 1 TOTAL COUNT 18 A104 1 MAIN LEVEL - GARAGE KEYPLAN AD M I N GARAGE TREATMENT KEYNOTE LEGEND 1LOCATION FOR WATER, HOSE BIB, HOSES FOR TRUCK SPRAY-DOWN & TRUCK FILL UP. 36" DIA. BOLLARD AND DOOR TRACK GUARD, SEE SPEC. 10 RACKING BY OWNER. 12 SURFACE MOUNTED FIRE EXTINGUISHER CABINET. SEE SPEC. 14 LOCKERS BY OWNER. 16 UTILITY SINK. 19 DOOR FRAME PROTECTION SHIELD, SEE SPEC. 24 PROCESS PIPING/EQUIPMENT, REFER TO PROCESS DOCUMENTS. 38 DOOR TO BE CENTERED ON THE PRECAST PANEL JOINT. 59 REMOVEABLE RUBBER WHEEL STOPS. 71 TRENCH DRAIN, REFER TO PLUMBING DOCUMENTS. 80 REFER TO FINISH PLAN FOR STRIPING DIMENSIONS AND ADDITIONAL INFORMATION. 0 4'8'12'16'20' N O R T H SY M D A T E D E S C R I P T I O N A P P R DN DN DN DN A201 2 2 A302________________________________________________ 2 A302________________________________________________ 1 A302________________________________________________ 1 A302________________________________________________ 2 A303 ________________________________________________ 2 A303 ________________________________________________ 1 A304 ________________________________________________ 1 A304 ________________________________________________ 202 FILTER OBSERVATION 44 8.28.288 1010 CC KK BB HH GG FF EE DD 55 66 2 A304 ________________________________________________ 2 A304 ________________________________________________ A203 1 A401 3 202A OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 8 A401 SIM ________________________________________________ A205 1 81' - 2" 69 ' - 0 " 30 ' - 0 " 3' - 0 " 14 ' - 1 1 " 20 ' - 1 " 20 ' - 4 " 12 ' - 8 " 1' - 0 " AL 9 18 ' - 0 " 19 ' - 8 " 16 ' - 4 " 15 ' - 0 " AL 9 20 1 201 STAIR 1 12 OPEN TO BELOW A205 2 A401 6 69 69 69 69 70 70 24 202B A402 2 OPEN TO BELOW 131 FILTER 6 UNOCC. 132 FILTER 5 UNOCC. OPEN TO BELOW 130 FILTER 4 UNOCC. 129 FILTER 2 UNOCC. 127 FILTER 3 UNOCC. 126 FILTER 1 UNOCC. 69 69 99 15' - 8"65' - 6" 42 ' - 1 0 " 26 ' - 2 " 1 A404 ________________________________________________ 10 A703 ________________________________________________ ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 3 : 2 6 P M JAG JAG MJT A106 EQUIPMENT PLATFORM - TREATMENT OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A106 1 EQUIPMENT PLATFORM - TREATMENT KEYPLAN AD M I N GARAGE TREATMENT 0 4'8'12'16'20' N O R T H KEYNOTE LEGEND 12 SURFACE MOUNTED FIRE EXTINGUISHER CABINET. SEE SPEC. 24 PROCESS PIPING/EQUIPMENT, REFER TO PROCESS DOCUMENTS. 69 ANODIZED ALUMINUM GUARDRAIL. 70 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DOCUMENTS. SY M D A T E D E S C R I P T I O N A P P R MAIN LEVEL 0' -0" 2 A303 ________________________________________________ 2 A303________________________________________________ 1 A304 ________________________________________________ 1 A304 ________________________________________________44881010 2 A304 ________________________________________________ 2 A304 ________________________________________________ PJ PJPJPJPJPJ PJ PJ PJ PJ PJ T.O. WALL 2 21' -0" T.O. WALL 1 36' -0" 24 EF5 EF1 EF5EF2 23 PJ PJ EF2 63 EF1 PANEL APANEL D5PANEL D1PANEL D1PANEL D1PANEL D1PANEL D3 PJPJ 76 25 25 25 25 25 25 2525 25 25 25 99 A204 5 EF7 EF7 70 8484 PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1 EXTERIOR ELEV. SHEET NOTES • THROUGH-WALL FLASHING TO BE LOCATED ABOVE GRADE. • SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. MAIN LEVEL 0' -0" 1 A301________________________________________________ 1 A301 ________________________________________________11442233 2 A301________________________________________________ 2 A301 ________________________________________________ PJPJ PJ PJ PJPJPJ PJPJPJ PJ PJ PJ T.O. WALL 2 21' -0" T.O. WALL 3 16' -0" EF5EF2EF3EF1EF473 24EF1EF2 PANEL BPANEL BPANEL BPANEL BPANEL B PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1PANEL C1 ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 4 : 3 9 P M JAG JAG MJT A201 EXTERIOR ELEVATIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A201 2 NORTH ELEVATION - TREATMENT EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF1 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% ACID ETCH EF2 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% MEDIUM SANDBLAST EF3 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% ACID ETCH EF4 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% MEDIUM SANDBLAST EF5 PREFINISHED SHEET METAL FLASHING BLACK EF6 BRUSHED ALUMINUM EF7 ALUMINUM SEE MECH DOCUMENTS CUSTOM, TO MATCH ADJACENT PRECAST A201 1 NORTH ELEVATION - ADMIN AND GARAGE 0 4'8'12'16'20' 0 4'8'12'16'20' KEYNOTE LEGEND 23 ALUMINUM ROOF ACCESS LADDER WITH PARAPET CROSSOVER. 24 PROCESS PIPING/EQUIPMENT, REFER TO PROCESS DOCUMENTS. 25 MECHANICAL EQUIPMENT, SEE MECHANICAL. 63 PROVIDE ALTERNATE PRICING FOR LOGO SIGNAGE. 70 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DOCUMENTS. 73 ROOF PENETRATION, REFER TO MECHANICAL AND ELECTRICAL DOCUMENTS FOR EQUIPMENT AND LOCATION. 76 STEEL STAIR AND GUARDRAIL, REFER TO PLANS. 84 ROOF DRAINS, REFER TO PLUMBING DOCUMENTS. PROVIDE SPLASH BLOCKS AT DRAINS. SY M D A T E D E S C R I P T I O N A P P R MAIN LEVEL 0' -0" 2 A302 ________________________________________________ 2 A302 ________________________________________________ 1 A302 ________________________________________________ 1 A302 ________________________________________________ KKBBHH PJ PANEL D2 PANEL D1 PANEL D1 PANEL D1 PANEL D1 PANEL D1 PANEL C1 PANEL C1 PANEL C2 PJ PJ PJ PJ PJ PJ PJ T.O. WALL 2 21' -0" T.O. WALL 1 36' -0" EF5EF1 23 EF5 EF2 EF2 EF1 76 25 25 84 81 EXTERIOR ELEV. SHEET NOTES • THROUGH-WALL FLASHING TO BE LOCATED ABOVE GRADE. • SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. MAIN LEVEL 0' -0" AA CCBB 1 A303 ________________________________________________ 1 A303 ________________________________________________ PJ PJ PJ PJ PANEL C5 PANEL C3 PANEL C5 PANEL C3 PANEL C5 PANEL C1 PANEL C1 **CONFIRM MITERED CORNER** PANEL C1 PJ PJ PJ T.O. WALL 2 21' -0" EF5EF1 2222 EF2 4' - 8 " 6' - 0" 25 25 EF7 ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 4 : 4 6 P M JAG JAG MJT A202 EXTERIOR ELEVATIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A202 1 EAST ELEVATION - TREATMENT EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF1 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% ACID ETCH EF2 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% MEDIUM SANDBLAST EF3 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% ACID ETCH EF4 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% MEDIUM SANDBLAST EF5 PREFINISHED SHEET METAL FLASHING BLACK EF6 BRUSHED ALUMINUM EF7 ALUMINUM SEE MECH DOCUMENTS CUSTOM, TO MATCH ADJACENT PRECAST A202 2 EAST ELEVATION - GARAGE 0 4'8'12'16'20' 0 4'8'12'16'20' KEYNOTE LEGEND 22 BOLLARD ASSEMBLY. 23 ALUMINUM ROOF ACCESS LADDER WITH PARAPET CROSSOVER. 25 MECHANICAL EQUIPMENT, SEE MECHANICAL. 76 STEEL STAIR AND GUARDRAIL, REFER TO PLANS. 81 HSS STEEL COLUMN, REFER TO STRUCTURAL DOCUMENTS. 84 ROOF DRAINS, REFER TO PLUMBING DOCUMENTS. PROVIDE SPLASH BLOCKS AT DRAINS. SY M D A T E D E S C R I P T I O N A P P R EXTERIOR ELEV. SHEET NOTES • THROUGH-WALL FLASHING TO BE LOCATED ABOVE GRADE. • SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. MAIN LEVEL 0' -0" 1 A301 ________________________________________________ 1 A301 ________________________________________________ 2 A303 ________________________________________________ 2 A303 ________________________________________________11 88 2 A301 ________________________________________________ 2 A301 ________________________________________________ PJ PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PJPJPJ PJ PJ PJ PJ PJ PJ PJ PJ PJPJ T.O. WALL 2 21' -0" 2' - 3 " 11 ' - 9 " T Y P EF5 EF1 22 22 AL9 AL9 AL9 AL9 AL9 AL9 AL9 EF2 77 24 25 25 1 A318 ________________________________________________ 1 A318 ________________________________________________ 3 A006 ________________________________________________ 3 A006 ________________________________________________ MAIN LEVEL 0' -0" 1 A304________________________________________________ 1 A304 ________________________________________________ 88 1010 2 A304________________________________________________ 2 A304 ________________________________________________ PJPJ PJ PJ T.O. WALL 1 36' -0" EF5 EF1 23 EF2 76 25 25 PJ PJ 25 PANEL D1 PANEL D1 PANEL D1 PANEL D1 PANEL D1 PANEL D1 PANEL D4 ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 4 : 5 2 P M JAG JAG MJT A203 EXTERIOR ELEVATIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF1 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% ACID ETCH EF2 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% MEDIUM SANDBLAST EF3 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% ACID ETCH EF4 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% MEDIUM SANDBLAST EF5 PREFINISHED SHEET METAL FLASHING BLACK EF6 BRUSHED ALUMINUM EF7 ALUMINUM SEE MECH DOCUMENTS CUSTOM, TO MATCH ADJACENT PRECAST A203 2 SOUTH ELEVATION - GARAGE A203 1 SOUTH ELEVATION - TREATMENT 0 4'8'12'16'20' 0 4'8'12'16'20' KEYNOTE LEGEND 22 BOLLARD ASSEMBLY. 23 ALUMINUM ROOF ACCESS LADDER WITH PARAPET CROSSOVER. 24 PROCESS PIPING/EQUIPMENT, REFER TO PROCESS DOCUMENTS. 25 MECHANICAL EQUIPMENT, SEE MECHANICAL. 76 STEEL STAIR AND GUARDRAIL, REFER TO PLANS. 77 PIPING, REFER TO PLUMBING DOCUMENTS. SY M D A T E D E S C R I P T I O N A P P R EXTERIOR ELEV. SHEET NOTES • THROUGH-WALL FLASHING TO BE LOCATED ABOVE GRADE. • SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. MAIN LEVEL 0' -0" 2 A302________________________________________________ 2 A302 ________________________________________________ 1 A302________________________________________________ 1 A302 ________________________________________________KK BBHH PJ PJ PJ PJ PANEL C2 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C1 PANEL C2 PANEL A PANEL A PANEL A PANEL A PANEL D1 PANEL D2 12' - 0" TYP A204 3 PJ PJ PJ PJ PJ PJPJPJPJ PJ PJ PJ PJ PJ PJ PJ T.O. WALL 2 21' -0" T.O. WALL 3 16' -0" T.O. WALL 1 36' -0" EF5 EF1 EF5 EF5 EF3 EF2 23 EF5 EF1 EF1 EF4 2' - 3 " 7' - 1 " T Y P AL9 AL9 2425 24 25 25 25 PANEL B PANEL B PANEL B PANEL B PANEL B PANEL B PANEL B MAIN LEVEL 0' -0" AACC 1 A303 ________________________________________________ 1 A303 ________________________________________________ PJ PJ PJPJPJ PJ PJ T.O. WALL 2 21' -0" EF5 EF1 22 EF2 25 24 25 70 PANEL C1 PANEL C1 PANEL C1 PANEL C5 PANEL C3 PANEL C5 PANEL C1 PANEL C4 MAIN LEVEL 0' -0" KK 1' - 8 " SI G N H E I G H T 6 ' - 0 " 13 ' - 4 " 1' - 6"SIGN WIDTH 6' - 0"1' - 6" T.O. WALL 2 21' -0" T.O. FTG SEE STRUCTURAL EF6 EF6 EF6 EF6 61 60 63 EF5 1/ 2 " 1/2" 1 1 / 2 " MAIN LEVEL 0' -0" 1010 T.O. WALL 1 36' -0" SIGN WIDTH 9' - 0"3' - 2" EF6 25 ' - 0 " SI G N H E I G H T 9 ' - 0 " 2' - 0 " 63 EF2 EF1 T.O. FTG SEE STRUCTURAL ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 5 : 0 1 P M JAG JAG MJT A204 EXTERIOR ELEVATIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF1 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% ACID ETCH EF2 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% MEDIUM SANDBLAST EF3 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% ACID ETCH EF4 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% MEDIUM SANDBLAST EF5 PREFINISHED SHEET METAL FLASHING BLACK EF6 BRUSHED ALUMINUM EF7 ALUMINUM SEE MECH DOCUMENTS CUSTOM, TO MATCH ADJACENT PRECAST A204 2 WEST ELEVATION - ADMIN AND TREATMENT A204 1 WEST ELEVATION - GARAGE 0 4'8'12'16'20' 0 4'8'12'16'20' A204 3 ENLARGED SIGNAGE ELEVATION 0 2'4'6'8'10'12" A204 4 TYPICAL PRECAST REVEAL 0 1'12"6" KEYNOTE LEGEND 22 BOLLARD ASSEMBLY. 23 ALUMINUM ROOF ACCESS LADDER WITH PARAPET CROSSOVER. 24 PROCESS PIPING/EQUIPMENT, REFER TO PROCESS DOCUMENTS. 25 MECHANICAL EQUIPMENT, SEE MECHANICAL. 60 12" SIGNAGE BY OWNER. 61 6" SIGNAGE BY OWNER. 63 PROVIDE ALTERNATE PRICING FOR LOGO SIGNAGE. 70 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DOCUMENTS. A204 5 ENLARGED SIGNAGE ELEVATION 0 2'4'6'8'10'12" SY M D A T E D E S C R I P T I O N A P P R EXTERIOR ELEV. SHEET NOTES • THROUGH-WALL FLASHING TO BE LOCATED ABOVE GRADE. • SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. MAIN LEVEL 0' -0" EQUIP. PLATFORM 20' -0" 2 A302________________________________________________ 2 A302 ________________________________________________ 1 A302________________________________________________ 1 A302 ________________________________________________BBHH T.O. WALL 1 36' -0" PANEL A PANEL A PANEL A PANEL A PANEL D1 PANEL D2 EF1 EF2 EF523 AL9 AL9 MAIN LEVEL 0' -0" EQUIP. PLATFORM 20' -0" 1 A304 ________________________________________________ 1 A304________________________________________________881010 2 A304 ________________________________________________ 2 A304________________________________________________ T.O. WALL 1 36' -0" 63 EF2EF1EF5 4' - 6"7' - 6" A204 5 PANEL APANEL D5PANEL D1PANEL D1PANEL D1PANEL D1PANEL D3 99 8484 ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 5 : 0 8 P M JAG JAG MJT A205 EXTERIOR ELEVATIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER MODEL / SIZE COLOR ADDITIONAL INFORMATION COMMENTS EF1 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% ACID ETCH EF2 PRECAST CONCRETE 100% WHITE CEMENT, ROCK - FORT DODGE 1/2", SAND - CADET GRAY MFG, DYE - #0615 CAVE GRAY 1% MEDIUM SANDBLAST EF3 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% ACID ETCH EF4 PRECAST CONCRETE 100% GRAY CEMENT, ROCK - DRESSER TRAP CA70, SAND - STARLITE BLACK + EMPIRE MASON SAND, DYE - #0620 CHARCOAL 3% MEDIUM SANDBLAST EF5 PREFINISHED SHEET METAL FLASHING BLACK EF6 BRUSHED ALUMINUM EF7 ALUMINUM SEE MECH DOCUMENTS CUSTOM, TO MATCH ADJACENT PRECAST 0 4'8'12'16'20'0 4'8'12'16'20' KEYNOTE LEGEND 23 ALUMINUM ROOF ACCESS LADDER WITH PARAPET CROSSOVER. 63 PROVIDE ALTERNATE PRICING FOR LOGO SIGNAGE. 84 ROOF DRAINS, REFER TO PLUMBING DOCUMENTS. PROVIDE SPLASH BLOCKS AT DRAINS. A205 1 WEST ELEVATION - EQUIPMENT PLATFORM - TREATMENT A205 2 NORTH ELEVATION - EQUIPMENT PLATFORM - TREATMENT SY M D A T E D E S C R I P T I O N A P P R MAIN LEVEL 0' -0" 2 A302 ________________________________________________ 2 A302________________________________________________ 1 A302 ________________________________________________ 1 A302________________________________________________ AABBJJ 1 A303 ________________________________________________ 1 A303 ________________________________________________ 100 VESTIBULE 103 FILE ROOM 107 STORAGE 109 TOILET 111 TOILET 133 GARAGE A311 1 A311 2 A311 3 A311 4 106 CIRCULATION 113 LOCKERS & LAUNDRY MAIN LEVEL 0' -0" 2 A302 ________________________________________________ 2 A302________________________________________________ 1 A302 ________________________________________________ 1 A302________________________________________________ AACCBBJJGGFFEEDD 1 A303 ________________________________________________ 1 A303________________________________________________ 105 OPEN OFFICE / SCADA 108 MULTI-PURPOSE ROOM 110 BREAK ROOM 133 GARAGE 101 RECEPTION A312 1 A312 2 A311 3 SIM A311 4 SIM ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 5 : 2 7 P M JAG JAG MJT A301 BUILDING SECTIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A301 1 BUILDING SECTION A301 2 BUILDING SECTION 0 4'8'12'16'20' 0 4'8'12'16'20' SY M D A T E D E S C R I P T I O N A P P R MAIN LEVEL 0' -0" EQUIP. PLATFORM 20' -0" LOWER LEVEL -20' -0" 1 A301 ________________________________________________ 1 A301________________________________________________ 1 A304 ________________________________________________ 1 A304 ________________________________________________ 44 88 10102233 2 A304 ________________________________________________ 2 A304 ________________________________________________ 2 A301 ________________________________________________ 2 A301________________________________________________ 105 OPEN OFFICE / SCADA 103 FILE ROOM 117 SERVICE/PUMP ROOM 122 CIRCULATION 202 FILTER OBSERVATION 002 LOWER LEVEL A312 3 SIM A312 4 SIM A314 1 A314 2 A314 3 A314 4 106 CIRCULATION 116 CL2 FEEDERS114 MECH UNOCCUPIED UNOCCUPIED 126 FILTER 1 UNOCC. 127 FILTER 3 UNOCC. 132 FILTER 5 UNOCC. A313 4 SIM MAIN LEVEL 0' -0" EQUIP. PLATFORM 20' -0" LOWER LEVEL -20' -0" 1 A301 ________________________________________________ 1 A301________________________________________________ 2 A303 ________________________________________________ 2 A303________________________________________________ 1 A304________________________________________________ 1 A304 ________________________________________________ 44 88 10102233 2 A301 ________________________________________________ 2 A301________________________________________________ 110 BREAK ROOM 113 LOCKERS & LAUNDRY 122 CIRCULATION A312 3 A312 4 A313 1 A313 2 A313 3 106 CIRCULATION 120 SHOP 201 STAIR 1 132 STAIR 1 001 STAIR 1 UNOCCUPIED 131 FILTER 6 A313 4 130 FILTER 4 129 FILTER 2 ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 5 : 3 4 P M JAG JAG MJT A302 BUILDING SECTIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A302 2 BUILDING SECTION A302 1 BUILDING SECTION 0 4'8'12'16'20' 0 4'8'12'16'20' SY M D A T E D E S C R I P T I O N A P P R MAIN LEVEL 0' -0" 1 A301________________________________________________ 1 A301 ________________________________________________ 2 A303________________________________________________ 2 A303 ________________________________________________ 11 88 2 A301________________________________________________ 2 A301 ________________________________________________ 133 GARAGE A315 1 A315 1 SIM MAIN LEVEL 0' -0" 2 A302 ________________________________________________ 2 A302 ________________________________________________ 1 A302 ________________________________________________ 1 A302 ________________________________________________ AACCKKBB 1 A303 ________________________________________________ 1 A303 ________________________________________________ 115 CHLORINE 116 CL2 FEEDERS 122 CIRCULATION 119 LAB 120 SHOP 133 GARAGE A315 2 A315 3 A311 4 SIM ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 5 : 3 6 P M JAG JAG MJT A303 BUILDING SECTIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A303 1 BUILDING SECTION A303 2 BUILDING SECTION 0 4'8'12'16'20' 0 4'8'12'16'20' SY M D A T E D E S C R I P T I O N A P P R MAIN LEVEL 0' -0" EQUIP. PLATFORM 20' -0" LOWER LEVEL -20' -0" 2 A302 ________________________________________________ 2 A302________________________________________________ 1 A302 ________________________________________________ 1 A302________________________________________________ CCKK BBHH 002 LOWER LEVEL 122 CIRCULATION 202 FILTER OBSERVATION A316 1 A316 2 A316 3 123 FLUORIDE 122 CIRCULATION UNOCCUPIED UNOCCUPIED 126 FILTER 1 129 FILTER 2 MAIN LEVEL 0' -0" EQUIP. PLATFORM 20' -0" LOWER LEVEL -20' -0" 2 A302 ________________________________________________ 2 A302________________________________________________ 1 A302 ________________________________________________ 1 A302________________________________________________ CCKK BBHH 002 LOWER LEVEL 122 CIRCULATION 202 FILTER OBSERVATION A317 1 A317 2 A317 3 125 HMO 122 CIRCULATION UNOCCUPIED UNOCCUPIED 127 FILTER 3 130 FILTER 4 ST A T U S : PR O J E C T T I T L E : PROJECT NO: DATE: ALT PROJECT NO:00000-0000 SHEET DESIGNATOR: SHEET NO: CLIENT: SHEET TITLE: PREPARED BY: CHECKED BY: APPROVED BY: Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , L L C w w w . a e 2 s . c o m Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively RE V I S I O N S NOTE: ARCHITECTURAL MAIN LEVEL ELEVATION 0'-0" = 956'-0", REFER TO CIVIL DOCUMENTS Au t o d e s k D o c s : / / 0 5 4 0 9 - 2 0 2 4 - 0 0 5 O t s e g o S o u t h C e n t r a l W T P / 3 3 4 6 7 A r c h R 2 4 . r v t 5/ 2 8 / 2 0 2 6 3 : 4 5 : 4 1 P M JAG JAG MJT A304 BUILDING SECTIONS OTSEGO, MINNESOTA CITY OF OTSEGO OT S E G O S O U T H C E N T R A L W A T E R T R E A T M E N T 05409-2024-005 CO N S T R U C T I O N MAY 2026 WTP A304 1 BUILDING SECTION A304 2 BUILDING SECTION 0 4'8'12'16'20' 0 4'8'12'16'20' SY M D A T E D E S C R I P T I O N A P P R CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO: 2026-10 AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS THE SOUTH CENTRAL WATER TREATMENT PLANT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: 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 by Exhibit A. Section 2. The property is hereby rezoned from an A-1, Agricultural Rural Service District designation to INS, Institutional 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. ADOPTED by the Otsego City Council this 13th day of July, 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 Northeast Quarter of the Northeast Quarter of Section 31, Township 121, Range 23, Wright County, Minnesota, described as follows: Commencing at the point of intersection of the East line of the West 33.00 feet of said Northeast Quarter of the Northeast Quarter, with a line to be hereinafter referred to as "Line A", being a line drawn parallel with and distant 55.00 feet Southerly of the following described centerline: Commencing at the Northwest comer of said Section 31; thence South 89 degrees 32 minutes 32 seconds East, assumed bearing along the North line of the Northwest Quarter of said Section 31, a distance of 2574.55 feet to the point of beginning of the centerline to be described; thence Southeasterly a distance of 579.94 feet along a tangential curve concave to the Southwest, having a radius of 1186.00 feet and a central angle of 28 degrees 01 minutes 00 seconds; thence South 61 degrees 31 minutes 32 seconds East tangent to said last described curve, a distance of 253.37 feet; thence Easterly a distance of 672.16 feet along a tangential curve concave to the Northeast, having a radius of 1345.00 feet and a central angle of 28 degrees 38 minutes 00 seconds; thence North 89 degrees 50 minutes 28 seconds East tangent to said last described curve, a distance of 648.00 feet; thence Northeasterly a distance of 614.71 feet along a tangential curve concave to the Northwest, having a radius of 1345.00 feet and a central angle of 26 degrees 11 minutes 09 seconds; thence North 63 degrees 39 minutes 19 seconds East tangent to said last described curve, a distance of 372.72 feet and said centerline there terminating. Thence Southerly, along said East line of the West 33.00 feet of the Northeast Quarter of the Northeast Quarter, a distance of 110.00 feet to the point of beginning of the land to be described; thence Easterly, parallel with said "Line A", a distance of 60.00 feet; thence Northeasterly, to a point on said "Line A" distant 115.00 feet Easterly of said point of commencement, as measured along said "Line A"; thence Easterly, along said "Line A", a distance of 185.00 feet to the East line of the West 333.00 feet of said Northeast Quarter of the Northeast Quarter; thence Southerly, along said East line of the West 333.00 feet, a distance 250.00 feet; thence Westerly, parallel with said "Line A", a distance of 300.00 feet to a point on said East line of the West 33.00 feet; thence Northerly, along said East line of the West 33.00 feet, a distance of 140 feet to the point of beginning. 1 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2026-53 ADOPTING FINDINGS OF FACT AND APPROVING A CONDITIONAL USE PERMIT FOR SOUTH CENTRAL WATER TREATMENT PLANT. WHEREAS, the City of Otsego (“City”) has prepared plans for construction of a drinking water treatment plant to be known as the South Central Water Treatment Plant (“SC-WTP”); and WHEREAS, the legal description of the subject property (“Property”) is attached as Exhibit A; and WHEREAS, the Property is within the Urban Service Expansion Area E4 and guided for future Industrial land uses by the 2023 Comprehensive Plan; and WHEREAS, the subject property is zoned A-1, Agriculture Rural Service District; and WHEREAS, the City is proposing amendment of the Zoning Map to designate the Property as INS, Institutional District; and WHEREAS, a proposal for a Zoning Map amendment is processed in accordance with the provisions of Section 11-3-2 of the Zoning Ordinance; and WHEREAS, City utility facilities are allowed in the INS District as a conditional use; the City is proposing issuance of a Conditional Use Permit for the SC-WTP; and WHEREAS, a proposal to issue a Conditional Use Permit is processed in accordance with the provisions of Section 11-4-2 of the Zoning Ordinance; and WHEREAS, the City Council must take into consideration the possible effects of the Zoning Ordinance amendment and conditional use with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F and Section 11-4-2.F of the Zoning Ordinance, respectively: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: A goal of the 2023 Comprehensive Plan is that costs incurred for the provision of all municipal utilities and services shall be financed by those who receive such service. This is implemented through the policy of reducing the risk of payment for the provision of the utility system by non-users through utility phasing, the identification of potential water revenue sources, establishment of realistic growth expectations, and adoption of a Capital Improvement Plan. The planned construction of the SC-WTP is consistent with the Capital Improvement Plan, Water System Master Plan, and 2023 Comprehensive Plan. 2 2. The proposed use's compatibility with present and future land uses of the area. Finding: Properties to the north, east, south, and west are all used for cultivated fields. There are scattered rural residential dwellings in the area and a planned urban residential subdivision to the southwest. Future uses to the east and south of the subject property are planned for industrial uses while areas to the west across McAllister Avenue and north across 70th Street (CSAH 38) are planned for future residential development. The operation of the SC-WTP will not affect the existing or planned use of surrounding properties. 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 SC-WTP will comply with the applicable requirements of the Zoning Ordinance, Subdivision Ordinance, and City Code. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The SC-WTP is accessed via a City street to be improved to Commercial/Industrial Collector Street standards that will have capacity to accommodate traffic generated by the use. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The City has planned for development of the SC-WTP to provide increased water quality and sustainability of the water utility system in accordance with the Comprehensive Plan. WHEREAS, the Planning Report dated 10 June 2026 prepared by the City Planner, The Planning Company LLC, is incorporated herein. WHEREAS, the Planning Commission conducted a public hearing at its regular meeting on 15 June 2026 to consider the proposals, following 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; and WHEREAS, the City Council considered the proposals at its meeting on 13 July 2026. NOW, THEREFORE, BE IT RESOLVED BY THE OTSEGO CITY COUNCIL THAT the findings of fact outlined herein are adopted and the proposed Zoning Map amendment and Conditional Use Permit are approved based upon the foregoing information and applicable ordinances, subject to the following conditions: 1. The subject property 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. All exterior lighting shall comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 3. All signs shall be subject to review and approval of the Zoning Administrator. 3 4. All stormwater management issues shall be subject to review and approval of the City Engineer. 5. All utility issues shall be subject to review by the City Engineer, Utilities Department, and Building Official. (Remainder of page blank; signatures follow) 4 ADOPTED by the Otsego City Council this 13th day of July, 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 Northeast Quarter of the Northeast Quarter of Section 31, Township 121, Range 23, Wright County, Minnesota, described as follows: Commencing at the point of intersection of the East line of the West 33.00 feet of said Northeast Quarter of the Northeast Quarter, with a line to be hereinafter referred to as "Line A", being a line drawn parallel with and distant 55.00 feet Southerly of the following described centerline: Commencing at the Northwest comer of said Section 31; thence South 89 degrees 32 minutes 32 seconds East, assumed bearing along the North line of the Northwest Quarter of said Section 31, a distance of 2574.55 feet to the point of beginning of the centerline to be described; thence Southeasterly a distance of 579.94 feet along a tangential curve concave to the Southwest, having a radius of 1186.00 feet and a central angle of 28 degrees 01 minutes 00 seconds; thence South 61 degrees 31 minutes 32 seconds East tangent to said last described curve, a distance of 253.37 feet; thence Easterly a distance of 672.16 feet along a tangential curve concave to the Northeast, having a radius of 1345.00 feet and a central angle of 28 degrees 38 minutes 00 seconds; thence North 89 degrees 50 minutes 28 seconds East tangent to said last described curve, a distance of 648.00 feet; thence Northeasterly a distance of 614.71 feet along a tangential curve concave to the Northwest, having a radius of 1345.00 feet and a central angle of 26 degrees 11 minutes 09 seconds; thence North 63 degrees 39 minutes 19 seconds East tangent to said last described curve, a distance of 372.72 feet and said centerline there terminating. Thence Southerly, along said East line of the West 33.00 feet of the Northeast Quarter of the Northeast Quarter, a distance of 110.00 feet to the point of beginning of the land to be described; thence Easterly, parallel with said "Line A", a distance of 60.00 feet; thence Northeasterly, to a point on said "Line A" distant 115.00 feet Easterly of said point of commencement, as measured along said "Line A"; thence Easterly, along said "Line A", a distance of 185.00 feet to the East line of the West 333.00 feet of said Northeast Quarter of the Northeast Quarter; thence Southerly, along said East line of the West 333.00 feet, a distance 250.00 feet; thence Westerly, parallel with said "Line A", a distance of 300.00 feet to a point on said East line of the West 33.00 feet; thence Northerly, along said East line of the West 33.00 feet, a distance of 140 feet to the point of beginning.