Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2026-08-18 Planning Commission Agenda Packet
1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Open Forum – Public Comment Opportunity 5.Minutes a.July 7, 2026, Planning Commission Meeting Minutes 6.New Business a.Shamrock Golf Course CUP & Site Plan Amendment b.Civic Campus Capital Improvement - Comprehensive Plan Compliance Review 7.Reports/Information a.Planning Project Update 8.Commissioner Liaison Calendar a.Commissioner Liaison Calendar 9.Adjournment Corcoran Planning Commission Agenda August 18, 2026 7:00 PM *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 1 STAFF REPORT Agenda Item: 5.a Council Meeting: August 18, 2026 Prepared By: Seth Gellman. Community Development Administrative Assistant, Topic: July 7, 2026, Planning Commission Meeting Minutes Action Required: Approval Council Action Attachments 1. 2026-07-07 Planning Commission Minutes Draft.docx 2 Corcoran Planning Commission Minutes July 7, 2026 - 7:00 pm The Corcoran Planning Commission met on July 7, 2026, in Corcoran, Minnesota. Five Planning Commissioners were present in the Council Chambers. Members of the public were able to monitor the meeting through the city website. Present: Commissioners Brummond, Hargreaves, Kozicky, Scherber, and Zachman Also present: Community Development Director Davis McKeown and Planner Klingbeil 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval Motion: Made by Brummond, seconded by Zachman, to approve the agenda as presented for the July 7, 2026, Planning Commission Meeting. Voting Aye: Brummond, Hargreaves, Kozicky, Scherber, and Zachman (Motion passed 5:0) 4. Open Forum – Public Comment Opportunity (None). 5. Minutes Motion: Made by Brummond, seconded by Kozicky, to approve the minutes, as amended for the June 4, 2026, Planning Commission Meeting. Voting Aye: Brummond, Hargreaves, Kozicky, Scherber, and Zachman (Motion passed 5:0) 6. Unfinished Business a. Public Hearing Springs at Corcoran Preliminary Plat, Rezoning, Preliminary PUD i. Staff Report (None). ii. Public Hearing 3 Motion: Made by Brummond, seconded by Hargreaves, to table the Public Hearing to September 3, 2026, Planning Commission Meeting. Voting Aye: Brummond, Hargreaves, Kozicky, Scherber, and Zachman (Motion passed 5:0) 7. New Business a. Public Hearing Lost Loon Site Plan & Variance i. Staff Report Community Development Director Davis McKeown presented the staff report. ii. Public Hearing Kevin Pumarlo, 10009 Jack Pine Lane, addressed the Commission and asked if the proposed project would include retail sales and where the product would be distributed. Motion: Made by Brummond, seconded by Scherber, to close the Public Hearing. Voting Aye: Brummond, Hargreaves, Kozicky, Scherber, and Zachman (Motion passed 5:0) ii. Commission Discussion & Recommendation Brad Avarden, Applicant, addressed the Commission and explained the proposed project would be grow operations only and the product would be potentially sold statewide. Commissioner Kozicky asked about how many rooftop units there would be. Brian Gadient, Applicant, addressed the Commission and described the amount of rooftop units and design. Commissioner Hargreaves provided aesthetic recommendations for the façade of the building. Chair Brummond provided concerns over the electrical usage of the proposed project, the overall size of the building, and parking. Community Development Director Davis McKeown and the applicant addressed the concerns. Commissioner Scherber asked about signage. Brad Avarden, Applicant, addressed the Commission and explained the plan for signage. Commissioner Kozicky asked about solar battery storage. Jessica Avarden, Applicant, addressed the Commission and explained the potential plan for solar battery storage. Motion: Made by Kozicky, seconded by Hargreaves, to recommend approval of Lost Loon Site Plan & Variance. 4 Voting Aye: Hargreaves, Kozicky, Scherber, and Zachman Voting Nay: Brummond (Motion passed 4-1) 8. Reports/Information a. Planning Project Update – Information Only 9. Adjournment Motion: Made by Brummond, seconded by Zachman, to adjourn the July 7, 2026, Planning Commission meeting. Voting Aye: Brummond, Hargreaves, Kozicky, Scherber, and Zachman (Motion passed 5:0) The meeting adjourned at 7:47 PM Submitted by Seth Gellman, Community Development Administrative Assistant 5 STAFF REPORT Agenda Item: 6.a Council Meeting: August 18, 2026 Prepared By: Dwight Klingbeil, Planner Topic: Shamrock Golf Course CUP & Site Plan Amendment Action Required: Council Action Attachments 1. Staff Report - Shamrock CUP & Site Plan Amendment.pdf 6 Page 1 of 8 STAFF REPORT Planning Commission Meeting: August 18, 2026 Prepared By: Dwight Klingbeil Topic: Shamrock Golf Course Conditional Use Permit & Site Plan Amendment (PID 25-119-23-31-0001) (City File No. 26-016) Action Required: Recommendation 1. Application Request Tim Boser, on behalf of Shamrock Golf Course, the applicant, requests approval of a Conditional Use Permit (CUP) and Site Plan Amendment to allow the construction of a 6,700 sq. ft. accessory building, which would consist of 12 covered driving bays and a lounge area. 2. Context Zoning and Land Use The 191.87-acre parcel is one of three parcels that make up the Shamrock Golf Course. The subject parcel is zoned Urban Reserve (UR) and guided for mixed residential and low-density residential uses in the 2040 Comprehensive Plan. The UR district allows Golf Courses as a conditional use. The property is within the second phase of the 2040 staging plan for municipal services. Surrounding Properties The property to the west, and the triangle parcel directly to the north are owned and operated by the Shamrock Golf Course, are also zoned UR, guided for mixed residential and low-density residential uses, and are located in the second stage of the 2040 staging plan. The property to the northwest is zoned Mixed Residential (RMF-2), guided for mixed residential uses, and is located in the first stage of the 2040 Staging Plan. The properties to the northeast and east are zoned Planned Unit Development (PUD) and are part of the Bass Lake Crossing North and South communities respectively. Both Figure 1 Site Location Figure 2 Zoning Map 7 Page 2 of 8 neighborhoods are guided for low-density residential uses and are already connected to City sewer and water. The property to the southeast is zoned UR, guided for low-density residential uses, and is located in the second stage of the 2040 staging plan. The property south is zoned PUD, guided for public/institutional uses, and is the open space park that was dedicated to the City as part of the Ravinia development. The properties to the southwest are zoned UR, guided for existing residential uses, and are located in the fourth stage of the 2040 staging plan. Natural Characteristics of the Site According to the 2040 Natural Resource Inventory Areas map, portions of the south and southeastern areas of the property are located within a Medium-Quality Natural Community. The 2040 Natural Resources Map also identifies a greenway corridor through this natural community. A wetland delineation was conducted in the summer of 2026, which confirmed that the proposed structure is not within this natural community and is in an upland area of the parcel. The applicant’s site plan indicates a buffer around the wetland area. Since this request involves a Conditional Use Permit and Site Plan Amendment rather than a plat, a formal wetland buffer will not be required for this project. The proposed structure is located well outside the 15-foot wetland setback. 3. Analysis Planning staff coordinated review of the request for consistency with the Comprehensive Plan, Zoning Ordinance, City Code requirements, and City policies. The City Engineer’s comments are incorporated into this staff report. Thire detailed comments are included in the attached Engineering Memo, and the approval conditions require compliance with the Memo. Level of Discretion in Decision Making The City’s discretion in approving or denying a CUP and Site Plan Amendment is limited to whether the proposed request meets the standards outlined in the City Code. If it Figure 3 Natural Resources Map 8 Page 3 of 8 meets these standards, the City must approve the CUP and Site Plan Amendment. I. Site Plan Amendment The applicant proposes constructing a 6,700 sq. ft. detached accessory structure to the southwest of the existing principal structure. Provisions for site plan modifications are outlined in Section 1070.050 Subd. 7 of the Zoning Ordinance, which classifies site expansions or modifications involving more than 10% of the existing site area as a major change. Major changes are required to be reviewed and administered in the same manner as a new site plan. Construction of a 6,700 sq. ft. structure addition would expand the existing site area by more than 10% and is considered a major change under this Section of the City Code. Location and Setbacks The new structure is required to meet the minimum setback requirements for accessory structures in the UR Zoning District. These setbacks are as follows: Figure 4 Proposed Site Plan Amendment 9 Page 4 of 8 P-I Standards Proposed Front, non-major roadways 50 feet ~2,000 feet Side 20 feet ~1,425 feet & ~1,870 feet Rear 15 feet ~450 feet Staff reviewed the setbacks of the proposed expansion and found them to be compliant with the minimum setback requirements of the UR Zoning District. Size Section 1030.020 of the Zoning Ordinance allows a property of this size to have an accessory structure footprint of up to 3,969 square feet by-right, excluding the first 1,000 square feet of attached accessory structure space. However, properties that are larger than 10 acres may request an accessory structure footprint that exceeds 3,969 square feet through the approval of a Conditional Use Permit (CUP). The proposed 6,700 square foot structure would exceed the by-right accessory structure footprint limit, and as a result, the applicant requested approval of a CUP to exceed the by-right limit of 3,969 square feet. Building Height Accessory structures located in the rear yard are allowed to have a maximum sidewall height of 13.5 feet. The proposed structure contains sidewalls that are 12 feet in height and comply with this requirement. The overall height of the proposed addition is 17.25 feet, which is also allowed in the UR district. Figure 5 Building Elevations 10 Page 5 of 8 Architectural Standards The building plans show the expansion area to be constructed with LP Smart Siding around the entirety of the building. This material is allowed for accessory structures in the UR district. The building plans also show the roof to be constructed with 29-guage colored steel roof panels. Section 1060.050 Subd. 1.D.3 allows accessory buildings to be constructed with metal siding and roofing through a Certificate of Compliance, provided the materials meet the standards adopted by the Minnesota State Building Code, and have been treated with a factory applied color coating system against any fading or degradation. The applicant provided documentation confirming compliance with these requirements. The Zoning Ordinance requires eaves (i.e., the underside or soffits on the side) and overhangs (i.e., the edge extending over the front and rear elevations) of at least 12 inches. The applicant is proposing eaves and overhangs of 24 inches on the structure, which complies with this requirement. Parking Section 1060.060 Subd. 8 of the Zoning Ordinance outlines the following parking requirements: - Golf Courses: 20 parking spaces plus one space for each 500 square feet of clubhouse. - Driving Ranges: 10 parking spaces plus one for each 100 square feet of building area. Based on the applicants’ survey, the existing clubhouse has an area of 2,433 square feet. This use is required to have at least 15 parking stalls. The proposed accessory structure is subject to the driving range parking standard of 10 spaces plus one stall for each 100 square feet of building area. Under this formula, the proposed 6,700 square foot structure requires 77 parking spaces. In total, the existing and proposed structures would require 92 parking spaces. The site currently contains 148 parking spaces, the property substantially exceeds this requirement. Because the parking lot was previously approved and the new use does not trigger the need for additional parking, no upgrades to the parking area are required as part of this application. Landscaping The site is subject to the landscape standards of Section 1060.070, which require: - One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 linear feet of site perimeter. 11 Page 6 of 8 - One understory shrub for each 300 sq. ft. of building or one tree per 30 linear feet of site perimeter, whichever is greater. In practice, the City has historically applied these standards based on the size of the proposed building. Based on the proposed 6,700 sq. ft. structure, the applicant would be required to provide at least seven overstory trees and twenty-three understory shrubs. However, given the substantial existing vegetation present throughout the site, staff finds that the existing vegetation is sufficient for this requirement. Grading and Drainage The existing topography in the proposed building area slopes southward, draining surface water toward the wetlands and pond located to the south. Because the disturbed area is less than 1 acre, the project is not subject to the City’s Stormwater Treatment requirements. However, Staff recommend revising the grading plan to ensure all slopes are reduced to a minimum ratio of 4:1, which would allow for easier maintenance. The enclosed Engineering Memo details the grading plan review more thoroughly, and a condition of approval shall require compliance with the provisions of this memo. Conditional Use Permit Standards The applicant requests an amendment to the existing CUP to allow for the construction of a 6,700 square foot structure for the purpose of having twelve covered driving bays and additional lounge area. In order to grant a CUP, the standards of Section 1070.020 Subd. 3 must be met: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The proposed building is not in conflict with the Comprehensive Plan. Golf Course and other outdoor recreational facilities of a commercial nature are allowed within the Urban Reserve district. The proposed structure would expand the operations for a use that is allowed and is consistent with supporting continued operations of the golf course. b. The establishment, maintenance, or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. The establishment, maintenance, or operation of the use will promote and enhance the public welfare as it will allow the golf course to continue usage of the existing driving range with covered bays. The CUP for the accessory building would not be detrimental to or endanger the public health, safety, morals, or comfort of the surrounding neighborhood. The building is proposed to be below the 35-foot 12 Page 7 of 8 maximum building height allowed for principal buildings in the UR district. The building would meet or exceed all setback requirements for the UR district. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Assuming the recommended conditions of approval are adopted, staff does not find reason to believe the CUP for the accessory structure would be injurious to the use and enjoyment of the surrounding properties for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The proposed structure will allow the applicant to expand their operation with a use that is consistent with the existing Golf Course uses. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The surrounding properties are used for a mix of residential and agricultural uses. The proposed building does not preclude improvement or further development of the surrounding properties. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities are available to accommodate the proposed use. Construction of the proposed structure will not impact the demand for services. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. If the CUP is approved with the conditions of approval as recommended by staff, the use and building will comply with the district regulations for the UR zoning district. g. The conditional use and site conform to performance standards as specified by this Chapter. If the CUP is approved with the conditions of approval as recommended by staff, the use will comply with the performance standards for the site within the Zoning Ordinance. 4. Recommendation 13 Page 8 of 8 Staff recommend approval of the draft resolution approving the Site Plan amendment and CUP to allow the construction of a 6,700 sq. ft. accessory structure. Attachments: 1. Draft Resolution 2026- Approving the Site Plan & Conditional Use Permit 2. Engineering Memo dated July 23, 2026 3. Topographic Survey & Site Plan 4. Proposed Site Plan 5. Building Plans 14 City of Corcoran August 27, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A SITE PLAN AMENDMENT AND CONDITIONAL USE PERMIT FOR A 6,720 SQUARE FOOT ACCESSORY STRUCTURE AT 19625 LARKIN ROAD (PID 25-119-23-31-0001) (CITY FILE 26-016) WHEREAS, Shamrock Golf Club, the applicant, requests approval of a site plan amendment and a conditional use permit to allow a 6,720 sq. ft. detached accessory structure at the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the site plan and conditional use permit request at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following findings and conditions: 1. A site plan amendment and conditional permit is approved, in accordance with the application received by the City on June 18, 2026, except as amended herein. 2. The applicant shall comply with all conditions of the City Engineer’s memo dated July 23, 2026. 3. A conditional use permit is approved to allow a 6,720 sq. ft. accessory building that would result in a cumulative accessory structure footprint exceeding 3,969 sq. ft. for the property, based on the following findings and conditions: a. The conditional use permit standards in Section 1070.020 are satisfied: i. The proposed building construction for covered driving bays and indoor lounge and gathering space is consistent with the uses anticipated in the UR district and does not conflict with the Comprehensive Plan. The proposed use does not impact public facilities and capital improvement plans. ii. The establishment, maintenance, or operation of the use would not be detrimental to the public health, safety, morals, or comfort of the general public, as it is an expansion of an existing use. The use is also allowed within the UR district. The expansion will allow for continued use of the applicant’s driving range which will not be detrimental to the public health, safety, morals, and comfort of the surrounding area. iii. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor 15 City of Corcoran August 27, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 2 of 4 substantially diminish and impair property values within the neighborhood. The new structure allows for continued use of the existing driving range within a covered structure, and conditions have been proposed to ensure compliance with ordinance standards. iv. The establishment of the use with the enclosed conditions will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. v. Adequate public facilities can be reasonably provided to accommodate the use, and an expansion to the existing building will not impact the demand for services. b. The use shall be subject to the following conditions: i. All metal roof materials must be treated with a factory applied color coating system against any fading or degradation and meet the standards adopted by the Minnesota State Building Code, in accordance with Section 1060.050 Subd. 1.D.3. of the City Code. 4. Prior to issuance of a building permit, the applicant/landowner must complete the following: a. A grading plan must be submitted for final approval per the City’s Engineer Memo. b. The approving resolution must be recorded at Hennepin County, and the applicant must provide proof of recording to the City. 5. The applicant must maintain a positive escrow balance through the duration of the project. If the escrow balance becomes negative, the applicant must pay any balance due plus a new deposit for anticipated remaining staff time within 30-days of receiving a notice from the City. 6. A final inspection of the project to confirm the building and any parking improvements are constructed to plan is required prior to final reconciliation and release of the escrow account with the City. 7. The applicant shall record the approving resolution with Hennepin County and provide proof of recording to the City. 8. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 16 City of Corcoran August 27, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 3 of 4 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 27th day of August 2026 ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 17 City of Corcoran August 27, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 4 of 4 ATTACHEMENT A Commencing At The Northwest Corner Of The East Half Of The Southwest Quarter Thence East To A Point 150 Feet West From The Northeast Corner Thereof Thence South 800 Feet Thence Northeasterly To A Point In The North Line Of The Southeast Quarter A Distance Of 1000 Feet East From The Northwest Corner Thereof Thence East To The Northeast Corner Of The West Half Of The Southeast Quarter Thence South To The Southeast Corner Thereof Thence West To The Southwest Corner Of The East Half Of The West Half Of The Southwest Quarter Thence North To The Northwest Corner Thereof Thence East To The Beginning And That Part Of The East Half Of The Southwest Quarter Of The Northwest Quarter Lying South Of Road Excluding the Road. 18 Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Dan Boyum, PE Project: Shamrock Golf Course Driving Range Site Plan Review Date: July 23, 2026 Exhibits: This Memorandum is based on a review of the Site Plan documents for the Lost Loon Cannabis site with the following documents. a. Site Plan – Shamrock Golf Course by SEH – dated June 16, 2026 b. Topographic Survey & Site Plan by E.G. Rud & Sons, Inc. – dated June 12, 2026 Comments: General: 1. A comment response letter shall be provided with the resubmitted documents indicating how the specific comments have been addressed. 2. In addition to engineering comments, the proposed plans are subject to review for compliance with planning, zoning, and land-use requirements, and shall meet other applicable codes of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. Site Plan 1. The limits of the wetland buffer shall be confirmed by the applicant with City Planning Staff. It appears that the buffer is extended east beyond the tree line which would encompass an existing building. 2. The applicant shall review the existing vegetation with the City wetland specialist to confirm that the existing vegetation is suitable for wetland buffer. If not, a wetland buffer establishment plan would need to be provided in accordance with the City buffer standards. Stormwater 1. The project is not subject to the City of Corcoran Stormwater Treatment requirements as disturbance limits are less than 1 acre. 2. The City recommends changing slopes to 4:1 maximum slopes to allow for easier maintenance. 3. The filtration basin top is labeled at 999.4 while the EOF is at a 998.9, this should be clarified on the plans. Sanitary Sewer & Watermain 1. Bathroom facilities are shown within the structure. At the time of building permit the applicant shall confirm how sewer and water services will be provided to the facility. The applicant shall be responsible for any necessary permits with Hennepin County for the sanitary sewer and MDH for the well, if necessary. 19 97 8 . 5 969.9 976.2 976.7 975.7 974.1 976.9 979.1 983.6 985.2 985.0 985.9 983.3 979.8 9 7 7 . 8 976.2 974.3 972.1 970.9 974.0 WL-FLAG 973.9 WL-FLAG 973.0 WL-FLAG 972.7 WL-FLAG 972.9 WL-FLAG 971.5 WL-FLAG 971.1 WL-FLAG 97 1 . 7 WL - F L A G 9 7 1 . 8 W L - F L A G 9 7 1 . 3 W L - F L A G 9 7 0 . 8 W L - F L A G 97 1 . 7 WL - F L A G 9 7 0 . 9 W L - F L A G 9 7 1 . 5 W L - F L A G 975.0 975.3 975.3 978.0 978.1 978.6 978.0 977.3 981.0982.6983.1 982.1 981.4 980.9 981.9 981.6 980.6 980.1 981.4 982.0 980.7 980.5 982.6 98 2 . 4 979 . 8 979.4 981.8 985.8 986.8 987.9 989.2 989.6 988.5 987.5 985.9 985.0 987.3 987.7 991.3 993.3 994.4 994.8 992.9 990.3 987.7 990.7 992.2 994.2 998.5 999.0 998.8 998.7 998.2 990.7 WIL16 991.0 WIL16 992.1 ASP18 992.6 993.2 996.8 999.5 1000 . 2 1000 . 3 1000.3 999.8 997.7 995.7 994.0 992.8 995.6 995.6 996.0 997.8 999.9 1000.4 1000.5 1000.2 998.6 996.6 1000.4 1000.6 1000.4 1000.1 999.1 998.2 997.7 998.1 1000.1 999.9 1000.0 1000.4 1000.7 1000.5 1000.4 1000.2 1006.0 1003.2 1001.0 1000.3 999.8 999.6 999.5999.5 998.8 995.5 992.9 991.1 988.6 985.7 983.2 980.3 978.0 97 8 . 2 97 8 . 4 978.7 982.5 984.7 987.2 988.9 991.1 99 3 . 6 995.4 994.5 991.4 988.4 986.1 983.9 981.5 978.9 977.0 975.4 974.9 975.4 976.2 977.8 980.1 982.6 978.6 976.5 97 5 . 1 973.7 987.1 990.5 993.7 995.6 997.8 999.1 999.8 1000.0 1000.3 1001.1 1001.9 1000.6 1000.4 1000.3 1000.1 998.2 996.1 992.9 989.3 987.6 990.9 994.1 996.1 997.9 999.8 1000.3 1000.8 1002.6 1001.8 999.8 998.3 997.1 996.3 995.2 994.0 993.7 INV 993.5 991.7 990.4 989.7 997.8 998.5 9 9 8 . 8 99 8 . 9 999.6 1000.7100 1 . 0 1001.5 1001.8 1002.3 1003.0 1004.7 1004.5 100 4 . 4 1004.4 1004.1 1003.9 1003.2 1000.0 999.0 1003.3 1004.1 1004.4 1004.3 1004.6 1004.9 1005.2100 5 . 4 1005.4 1005.9 1006.4 1006.0 1005.7 1005.2 1006.3 1006.1 1005.9 1005.4 1004.8 1004.2 1003.6 1002.7 1002.0 1001.4 998.7 998.4 10 0 0 . 6 10 0 0 . 3 10 0 0 . 4 1000.6 1 0 0 0 . 3 1 0 0 0 . 0 1 0 0 0 . 0 1 0 0 0 . 0 999.9 999.8 1003.2 SPR20 1005.4 SPR14 1005.7 1005.3 1005.0 1000.2 1000.8 10 0 1 . 0 1001.0 1001.2 1001.5 1001.8 100 4 1004 1002 1 0 0 0 100 0 998 996 994 992 990 988 986 984 982 980 978 976 974 972 970 970 972 974 976 97 8 98 0 98 2 98 4 986 988 99 0 99 2 9 9 4 99 6 9 9 8 99 8 1000 1002 1002 9 9 8 996 994 992 990 988 986 984 982 980 978 976 974 972 970 97 6 97 8 98 0 98 2 98 4 986 98899 0 992 994 996 998 10 0 0 1 0 0 2 1 0 0 0 99 8 99 6 9 9 4 9 9 2 994 EXIST. BUILDING 2,433 SQFT EXIST. BUILDING 214 SQFT EXIST. BUILDING 146 SQFT EDGE OF WATER EDGE OF WATER EDGE OF TREES DEEP MARSH DEEP MARSH DEEP MARSH PROPOSED BUILDING 6,720 SQFT PROP. CONCRETE APRON 1 5 0 . 0 1 5 0 . 0 5 . 8 5 0 . 0 5 0 . 0 5 0 . 0 996.1 CMP 995.8 CMP 1 2 0 . 0 56.0 1 2 0 . 0 56.0 WATER ELEVATION ON 11JUN26: 969.3 E. G. RUD & SONS, INC. EST. 1977 www.egrud.com ~for~Ram General Contracting & Shamrock Golf Course ~Part of~ Southeast Quarter of the Southwest Quarter, Section 25, Township 119, Range 23, Hennepin County, Minnesota. 030 30 6015 TOPOGRAPHIC SURVEY & SITE PLAN NORTH DRAWN BY:EMS JOB NO:260533 DATE:06/12/26 KDNCHECK BY: 1 2 3 NO.DATE DESCRIPTION BY 260533 FIELD CREW: BH Date: License No. 45356 KURT D. NELSON I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Professional Land Surveyors990 5th Ave SE, Suite 2Hutchinson, MN 55350 Tel. (320) 587-2026 BENCHMARK HENNEPIN CO CNTRL POINT #9870 - BASS ALUMINUM ROD & DISK: 983.18 (NAVD88). LEGEND X 952.36 DENOTES AIR CONDITIONING UNIT DENOTES ELECTRICAL BOX DENOTES EXISTING SPOT ELEVATION DENOTES TRANSFORMER DENOTES STORM SEWER APRON DENOTES WELL DENOTES FENCE DENOTES RETAINING WALL DENOTES EXISTING CONTOURS DENOTES TREE LINE DENOTES EXISTING STORM SEWER DENOTES WETLAND SETBACK LINE DENOTES WETLAND BUFFER DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DENOTES DELINEATED WETLAND BY OTHERS DENOTES WET LAND -Field survey was completed by E.G. Rud and Sons, Inc. on 06/11/26. -Address: 19625 Larkin Road, Corcoran, MN, 55340. -Parcel ID Number: 2511923310001. -Owner/Taxpayer: Shamrock Land, LLC -This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. NOTES VICINITY MAP SURVEYED SITE TREE DETAIL DENOTES ELEVATION DENOTES TREE QUANTITY DENOTES TREE SIZE IN INCHES DENOTES TREE TYPE 12JUN26 20 56 '-0" X 12 0 '-0" X 12 '-0" Hi i n g Ba y s & Ev e n t Ce n t e r © ALL DRAWINGS AND CONTENT COPYRIGHT RAM GENERAL CONTRACTING INC. CALL RAM GENERAL CONTRACTING INC. TO OBTAIN COPIES OF THIS PLAN. UNAUTHORIZED REPRODUCTION OF THESE PLANS IS A VIOLATION OF FEDERAL LAW. A R M Ge n e r a l Co n t r a c t i n g , In c . CO N S T R U C T I O N SE R V I C E S Sh a m r o c k Go l f Co u r s e 19 6 2 5 La r k i n Rd . Co r c o r a n MN 55 3 4 0 59 2 In d u s t r i a l Dr i v e Wi n s t e d , Mi n n e s o t a 55 3 9 5 32 0 -48 5 -28 4 4 80 0 -71 0 -47 2 6 Fa x 32 0 -48 5 -36 2 5 ww w .ra m b u i l d i n g s .co m Co n t r a c t o r Li c e n s e Nu m b e r 20 1 7 1 9 7 6 PR O J E C T NA M E : BU I L D I N G DE S C R I P T I O N : PR O J E C T LO C A T I O N : DE S I G N NU M B E R : DR A W N BY : DA T E : SH E E T : S.K. 7/15 /20 2 6 #La y N o I n S u b s e t OF 3 Hennepin County Natural Resources Map Date: 3/23/2026 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2026 ¯ Text Text Comments: LegendNational WetlandsInventory2 Foot ElevationContoursIndexIntermediate 1:1,200 Hennepin County Natural Resources Map Date: 7/15/2026 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2026 ¯ Text Text Comments: LegendNational WetlandsInventory 2 Foot Elevation Contours Index Intermediate 1:1,200 1 5 0 ' 5 0 ' W E T L A N D B U F F E R 658 ' +/- PROPOSED BUILDING EXISTING WETLAND PROPOSED TANKS PROPOSED SURGE LIFT STATION ROCKBED B B 01 01 01 01 01 01 01 A B 02 02 C C C C C D B E 03 0 3 F A 01 B 10 ' 6' 6' 6' 6' 6' 6' 6' 1 2 ' 6' 6' 6' 6' 6' 6' 6' 6' 9' 8' 8' 8' 9' 9' 7' 7' 25' 31' 56' 17' 31' 25' 31' 9' 8' 10'-4" 10'-4 " 10'-4 " 1' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 2' 8' 1' 1 2 0 ' 10' 7' 14' 12 ' 14 ' 14 ' 14 ' 4 2 ' 2 4 ' 12 ' 20 ' 22 ' 10' 2' 5' 14' 1 2 0 ' 8' 56' 1A 3 2A 3 HI T T I N G B A Y S G A T H E R I N G SP A C E CO V E R E D PA T I O KI T C H E N O F F I C E M E C H . W O M E N S S N A C K B A R M E N S 14 ' X 10 ' X 4" CO N C R E T E AP R O N CO L U M N S & HE A D E R S WR A P P E D IN ST E E L (TY P .) LO B B Y HA L L GA S FIR E P L A C E 8' X 8' RO L L -UP DO O R GA S FI R E P L A C E 8' X 8' R O L L -UP DO O R 8' X 8' RO L L -UP DO O R 8' X 8' RO L L -U P DO O R 8' X 8' RO L L -UP DO O R 8' X 8' RO L L -UP DO O R 8' X 8' RO L L -UP D O O R 8' X 8' RO L L -UP DO O R 8' X 8' R O L L -UP DO O R 8' X 8' R O L L -UP DO O R 8' X 8' RO L L -U P DO O R 8' X 8' RO L L -UP DO O R _" LV L HE A D E R _" L V L HE A D E R _" LV L HE A D E R _" LV L HE A D E R _" LV L H E A D E R _" LV L HE A D E R _" LV L HE A D E R _" LV L HE A D E R _" L V L HE A D E R _" LV L HE A D E R _" LV L HE A D E R _" LV L H E A D E R _" LV L HE A D E R _" LV L HE A D E R _" LVL HEADE R _" LVL HEADE R _" LVL HEADE R R O O F TR U S S E S 6'-0" O.C. N 1" = 100' 21 59 2 In d u s t r i a l Dr i v e Wi n s t e d , Mi n n e s o t a 55 3 9 5 Ge n e r a l Co n t r a c t i n g , In c . CO N S T R U C T I O N SE R V I C E S 32 0 -48 5 -28 4 4 80 0 -71 0 -47 2 6 Fa x 32 0 -48 5 -36 2 5 ww w .ra m b u i l d i n g s .co m 54312NO . PL A N IT E M DA T E BY A R M OF 3 SHEET © ALL DRAWINGS AND CONTENT COPYRIGHT RAM GENERAL CONTRACTING INC. CALL RAM GENERAL CONTRACTING INC. TO OBTAIN COPIES OF THIS PLAN. UNAUTHORIZED REPRODUCTION OF THESE PLANS IS A VIOLATION OF FEDERAL LAW. Sh a m r o c k Go l f Co u r s e 19 6 2 5 La r k i n Rd . Co r c o r a n MN 55 3 4 0 DR A W N BY : DA T E : SH E E T : S.K. 6/16 /20 2 6 1 OF 3 B B 01 01 0101010101A B 02 02 CC C C C D B E 0303 F A 01 B 10' 6'6'6'6'6'6'6'12'6'6'6'6'6'6'6'6'9'9' 8' 8' 8' 9' 9' 7' 7' 25 ' 31 ' 56 ' 8' 17 ' 31 ' 25 ' 31 ' 8' 9' 8' 10 ' - 4 " 10 ' - 4 " 10 ' - 4 " 1'8'2'8'2'8'2'8'2'8'2'8'2'8'2'8'2'8'2'8'2'8'2'8'1' 120' 10 ' 21 ' 12'14'14' 12'20' 10 ' 2' 19 ' 120' 8' 56 ' HITTING BAYS GATHERING SPACE COVERED PATIO KITCHENOFFICE MECH. WOMENS SNACK BAR MENS 14' X 10' X 4" CONCRETE APRON COLUMNS & HEADERS WRAPPED IN STEEL (TYP.) COLUMNS & HEADERS WRAPPED IN STEEL (TYP.) LOBBYHALL GAS FIREPLACE OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR OPTION: 8' X 8' ROLL-UP DOOR GAS FIREPLACE ABBREVIATIONS: ACT ACOUSTICAL CEILING TILE CDX CDX PLYWOOD FRP FIBERGLASS REINFORCED PLASTIC GBP GYPSUM BOARD - PAINTED LP LP SMART SIDING LVP LUXURY VINYL PLANK P. TILE PORCELAIN TILE Q. TILE QUARRY TILE SC SEALED CONCRETE STEEL STEEL LINER WOOD WOOD BASE REMARKS: ROOM REMARKSBASECEILINGWALLSFLOORCEILING HGT. ROOM FINISH SCHEDULE HITTING BAYS SC 1 ) DROPPED ACT CEILING @ 9'- 0" 2 ) GBP ON WALLS UP 9'-0", STEEL FROM 9'-0" TO CEILING 3 ) TILE UP 5' ON PLUMBING /FIXTURE WALLS, GBP FROM 5' TO CEILING. GBP FULL HEIGHT ON REMAINING WALLS 4 ) FRP APPLIED TO GYP. BD. 5 ) LP SMART SIDING ON WALLS UP 9'-0" & STEEL FROM 9'-0" TO CEILING 12'-0" COVERED PATIO SC 12'-0" GATHERING SPACE LVP 9'-0" LOBBY/SNACK BAR LVP 9'-0" HALL LVP 9'-0" MENS & WOMENS P. TILE 9'-0" MECH SC 9'-0" OFFICE LVP 9'-0" KITCHEN Q. TILE 9'-0"ACTFRP/GBP STEELSTEEL STEEL STEEL/GBP STEEL GBP ACT P. TILE/GBP ACT CDX STEEL GBP ACT STEEL 2) 2) 1) 1) & 3) 1) 1) 1) & 4) LP/STEEL WOOD WOOD WOOD P. TILE WOOD Q. TILE STEEL/GBP 5) Element ID 01 02 03 A B C D E F Quantity 8 2 2 2 5 5 1 1 1 View Dimensions ---------6'×6'-8"3'×6'-8"3'×6'-8"6'×6'-8"3'-6"×6'-8"3'-6"×6'-8" Remarks 4'-0" X 5'-0" Sliding Window 4'-0" X 2'-0" Fixed Window 4'-0" X 4'-0" Sliding Window (Tempered) AJ 7100 Series Full View Walkdoor AJ 7100 Series Half Lite Walkdoor Bayer Built Solid Interior Walkdoor Bayer Built Full View Interior Walkdoor Bayer Built Solid Interior Walkdoor AJ 7100 Series Half Lite Walkdoor DOOR & WINDOW TYPES SCALE: 1/8" = 1'-0" 1 1st FLOOR PLAN A1 A1 22 59 2 In d u s t r i a l Dr i v e Wi n s t e d , Mi n n e s o t a 55 3 9 5 Ge n e r a l Co n t r a c t i n g , In c . CO N S T R U C T I O N SE R V I C E S 32 0 -48 5 -28 4 4 80 0 -71 0 -47 2 6 Fa x 32 0 -48 5 -36 2 5 ww w .ra m b u i l d i n g s .co m 54312NO . PL A N IT E M DA T E BY A R M OF 3 SHEET © ALL DRAWINGS AND CONTENT COPYRIGHT RAM GENERAL CONTRACTING INC. CALL RAM GENERAL CONTRACTING INC. TO OBTAIN COPIES OF THIS PLAN. UNAUTHORIZED REPRODUCTION OF THESE PLANS IS A VIOLATION OF FEDERAL LAW. Sh a m r o c k Go l f Co u r s e 19 6 2 5 La r k i n Rd . Co r c o r a n MN 55 3 4 0 DR A W N BY : DA T E : SH E E T : S.K. 6/16 /20 2 6 2 OF 3 12 ' 9' 3' 4 12 2X6 FRIEZE BD. LP SMART SIDING UP 9' 9'9' 3' 9' 3' 010101 01 010101 0202 4 12 2X6 FRIEZE BD. LP SMART SIDING UP 9'LP SMART SIDING UP 9' S-5 SNOW GUARD S-5 SNOW GUARD 12 ' 4 12 2X6 FRIEZE BD. LP SMART SIDING UP 9' SCALE: 3/16" = 1'-0" 3 EAST ELEVATION A2 SCALE: 3/16" = 1'-0" 1 NORTH ELEVATION A2 SCALE: 3/16" = 1'-0" 2 SOUTH ELEVATION A2 SCALE: 3/16" = 1'-0" 4 WEST ELEVATION A2 A2 23 59 2 In d u s t r i a l Dr i v e Wi n s t e d , Mi n n e s o t a 55 3 9 5 Ge n e r a l Co n t r a c t i n g , In c . CO N S T R U C T I O N SE R V I C E S 32 0 -48 5 -28 4 4 80 0 -71 0 -47 2 6 Fa x 32 0 -48 5 -36 2 5 ww w .ra m b u i l d i n g s .co m 54312NO . PL A N IT E M DA T E BY A R M OF 3 SHEET © ALL DRAWINGS AND CONTENT COPYRIGHT RAM GENERAL CONTRACTING INC. CALL RAM GENERAL CONTRACTING INC. TO OBTAIN COPIES OF THIS PLAN. UNAUTHORIZED REPRODUCTION OF THESE PLANS IS A VIOLATION OF FEDERAL LAW. Sh a m r o c k Go l f Co u r s e 19 6 2 5 La r k i n Rd . Co r c o r a n MN 55 3 4 0 DR A W N BY : DA T E : SH E E T : S.K. 6/16 /20 2 6 3 OF 3 12 ' 10" 4'-1 1/2" 2'-1 1/2" 1'-10 1/2" 31'17'10' 2'-1 1/2"2'-1 1/2" TO P OF FO O T I N G TO TO P OF GR A D E FF TO BO T T O M OF TR U S S WALL CONSTRUCTION: 2X4 BLOCKING DIAMETER 12 4 2X8 .60 TREATED GRADE BOARD BASE TRIM 2X4 TREATED AT BASE R-25 INSULATION 2X4 WALL NAILERS @ 48" O.C. 2X4 WALL LINER STEEL W/ 4 MIL POLY STEEL CEILING W/ 4 MIL POLY 2X6 SOFFIT STARTER 29 GAUGE COLORED STEEL WALL PANELS AND TRIM 2X4 WALL GIRTS AT 24" O.C. 3 PLY 2 X 6 WALL COLUMNS SEE PLAN FOR COLUMN SPACING 4'-0" ROOF CONSTRUCTION: 29 GAUGE COLORED STEEL ROOF PANELS AND TRIM 2X4 MSR 1650 ROOF PURLINS AT 24" O.C. ROOF TRUSSES 6'-0" O.C. WITH BRACING AS PER ROOF TRUSS MANUFACTURER POURED CONCRETE FOOTING AT SIDEWALL COLUMNS (SEE A-1 FOR SIZES) BASE MOLD 2X8 RODENT GUARD TREATED 2X6 X 12" BLOCKING (ON TWO SIDES - EACH BLOCK MUST BE ATTACHED W/ (5) GALVANIZED COATED NAILS ) COMPACTED BACKFILL R-50 BLOWN INSULATION 1 1/2" RIGID INSULATION (R-10) (24" DOWN AND 24" OUT) @ EXTERIOR WALLS 6" GRANULAR BASE 5" CONCRETE FLOOR EAVE CONSTRUCTION: 2X6 EAVE BOARD METAL EAVE TRIM 24" SIDEWALL OVERHANG OSB INSULATION STOP 2X8 TOP PLATE AS INSULATION STOP ATTACH TO COLUMN WITH (6) 6" SIMPSON SDW SCREWS ( SDWS22-DB) DIAMETER WALL CONSTRUCTION: 2X4 BLOCKING 2X8 .60 TREATED GRADE BOARD BASE TRIM 2X4 TREATED AT BASE R-25 INSULATION 2X4 WALL NAILERS @ 48" O.C. WALL LINER STEEL W/ 4 MIL POLY 29 GAUGE COLORED STEEL WALL PANELS AND TRIM 2X4 WALL GIRTS AT 24" O.C. 3 PLY 2 X 6 WALL COLUMNS SEE PLAN FOR COLUMN SPACING POURED CONCRETE FOOTING AT SIDEWALL COLUMNS (SEE A-1 FOR SIZES) BASE MOLD 2X8 RODENT GUARD COMPACTED BACKFILL R-50 BLOWN INSULATION 1 1/2" RIGID INSULATION (R-10) (24" DOWN AND 24" OUT) @ EXTERIOR WALLS 6" GRANULAR BASE 5" CONCRETE FLOOR EAVE CONSTRUCTION: 2X6 EAVE BOARD METAL EAVE TRIM 24" SIDEWALL OVERHANG OSB INSULATION STOP 2X8 TOP PLATE AS INSULATION STOP STEEL CEILING W/ 4 MIL POLY STEEL CEILING W/ 4 MIL POLY DIAMETER BASE TRIM 2X4 TREATED AT BASE R-25 INSULATION 2X4 WALL NAILERS @ 48" O.C. WALL LINER STEEL W/ 4 MIL POLY POURED CONCRETE FOOTING AT SIDEWALL COLUMNS (SEE A-1 FOR SIZES) BASE MOLD COMPACTED BACKFILL TREATED 2X6 X 12" BLOCKING (ON TWO SIDES - EACH BLOCK MUST BE ATTACHED W/ (5) GALVANIZED COATED NAILS ) TREATED 2X6 X 12" BLOCKING (ON TWO SIDES - EACH BLOCK MUST BE ATTACHED W/ (5) GALVANIZED COATED NAILS ) ROOF CONSTRUCTION: 29 GAUGE COLORED STEEL ROOF PANELS AND TRIM 2X4 MSR 1650 ROOF PURLINS AT 24" O.C. ROOF TRUSSES 6'-0" O.C. WITH BRACING AS PER ROOF TRUSS MANUFACTURER SCALE: 1/4" = 1'-0" 1 Building Cross Section A3 A3 24 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> CO CO 990.7 WIL16 991.0 WIL16 992.1 ASP18 1003.2 SPR20 1005.4 SPR14 EXIST. BUILDING 214 SQFT EXIST. BUILDING 146 SQFT EDGE OF WATER DEEP MARSH DEEP MARSH WATER ELEVATION ON 11JUN26: 969.3 CIV-100 Sa v e : 6/ 1 6 / 2 0 2 6 3 : 3 7 P M oe n g l i s h P l o t : 6/ 1 6 / 2 0 2 6 3 : 5 0 P M X: \ P T \ R \ R A M G C \ 1 9 1 3 8 1 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 1 0 - C i v i l \ c a d \ d w g \ s h e e t \ R A 1 9 1 3 8 1 S L . d w g MSS MSS CMM A 06/16/26 ISSUED FOR PERMIT RAMGC191381 NEW HITTING BAY & EVENT CENTER BUILDING SITE LAYOUT SHAMROCK GOLF COURSE 19625 LARKIN RD, CORCORAN, MN 55340 5880406/16/26 COLLIN M. MAKI I HEREBY CERTIFY THAT THIS PLAN 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. DATE LICENSE NO. 0 feetscale 20 20 40 10 GRAVEL REPLACE EXISTING SECTION NOTES: LOT AREA: 191.87 AC BUILDING COVERAGE PERCENT: 0.09% WORK BY OTHERS: FIRE WATER, LANDSCAPING, SURVEY, WELL, SEPTIC, AND ARCHITECTURAL PHONE: 320.229.4300 2351 CONNECTICUT AVE. S SUITE 300 SARTELL, MN 56377 www.sehinc.com Rev.# Designed By Drawn By Checked By Description DateSEH Project Revision Issue Rev.#Description Date Revision Issue WETLAND DELINEATION 50 FT WETLAND SETBACK 5 0 F T PROPOSED BUILDING 6,720 SF 1 5 0 F T EXISTING 10 FT WIDE GRAVEL PATH >>>>>>>>6" DRAINTILE: TO CONNECT TO BUILDING ROOF DRAINS AND DOWN SPOUTS 6" PVC CULVERT NYLOPLAST DRAIN BASIN (TYP) 5 FT FILTRATION BASIN AREA = 948 SF 2 0 F T 3 0 0 0 F T 5 0 F T 5 FT 150 FT WETLAND BUILDING SETBACK 150 FT WETLAND BUILDING SETBACK 50 FT WETLAND SETBACK WETLAND DELINEATION EXISTING 98 LF CULVERT @ 2.44% N INV = 996.10 S INV = 993.70 EXISTING 25 LF RETAINING WALL EXISTING 26 LF RETAINING WALL 10 CY RIPRAP WETLAND BUFFER SIGN (TYP) 50 FT SPACING ALONG SETBACK REMOVE EXISTING TREE EOF WEIR WITH 10 CY RIP RAP CLEANOUT (TYP) REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK 25 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> CO CO 990.7 WIL16 991.0 WIL16 992.1 ASP18 1003.2 SPR20 1005.4 SPR14 EXIST. BUILDING 214 SQFT EXIST. BUILDING 146 SQFT EDGE OF WATER DEEP MARSH DEEP MARSH WATER ELEVATION ON 11JUN26: 969.3 1002 1004 1 0 0 0 9 9 6 9 9 8 996 998 100 0 1000 100 2 100 6 1 0 0 0 1 0 0 2 1 0 0 0 9 9 6 9 9 8 9 9 8 1002 100 0 1000 1002 1004 980 990 972 974 976 978 982 984 986 988 992 994 990 986 988 992 994 996 998 1006 980 9 9 0 972 974 976 978 982 98 4 98 6 9 8 8 9 9 2 99 4 996 99 6 99 6 99 8 9 7 0 980 980 990 972 974 974 976 97 6 978 978 982 982 984 986 988 992 994 996 998 - 5 . 0 0 % - 1 : 2 . 0 0 1 0 0 0 998 999 996 997 998 998 999 999 996 997 998 999 999 -4.93% -1 : 3 . 0 0 97 0 980 990 972 97 4 97 6 978 982 984 986 988 992 994 970 1 0 0 0 9 9 8 1 0 0 2 1 0 0 4 9 9 8 99 8 - 1 : 3 . 0 0 998.81 998.23 999.93 1000.40 10 0 0 9 9 9 100 0 1 0 0 0 1000 1000 1001 1002 1003 1001 1002 -0.1 7 % -0.1 9 % -0.17 % -0 . 1 9 % -0.1 9 % -1 : 3 . 0 0 1000 . 2 0 1000.40 -2 . 9 7 % -2.5 0 % 995 1000.64 1000.32 1000.29 999.84 CIV-200 Sa v e : 6/ 1 6 / 2 0 2 6 3 : 3 8 P M oe n g l i s h P l o t : 6/ 1 6 / 2 0 2 6 3 : 5 0 P M X: \ P T \ R \ R A M G C \ 1 9 1 3 8 1 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 1 0 - C i v i l \ c a d \ d w g \ s h e e t \ R A 1 9 1 3 8 1 G P . d w g MSS MSS CMM A 06/16/26 ISSUED FOR PERMIT RAMGC191381 NEW HITTING BAY & EVENT CENTER BUILDING GRADING PLAN SHAMROCK GOLF COURSE 19625 LARKIN RD, CORCORAN, MN 55340 5880406/16/26 COLLIN M. MAKI I HEREBY CERTIFY THAT THIS PLAN 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. DATE LICENSE NO. 0 feetscale 20 20 40 40 NOTES: ADDED IMPERIOUS AREA = 7,560 SF RUNOFF TREATMENT REQUIREMENT = 1.1" REQUIRED TREATMENT VOL = 693 CF PROPOSED TREATMENT VOL = 948 CF WORK BY OTHERS: FIRE WATER, LANDSCAPING, SURVEY, WELL, SEPTIC, AND ARCHITECTURAL PHONE: 320.229.4300 2351 CONNECTICUT AVE. S SUITE 300 SARTELL, MN 56377 www.sehinc.com Rev.# Designed By Drawn By Checked By Description DateSEH Project Revision Issue Rev.#Description Date Revision Issue FFE = 1000.40 FILTRATION BASIN TOP = 999.40 BOT = 997.88 VOL = 948 CF 23 LF 6" PVC CULVERT @ 15.24% NW INV = 996.81 SE INV = 993.38 6" APRON WITH 10 CY RIPRAP TIE INTO EXISTING GRADE 6 4 L F 6 " P V C S C H 4 0 @ 0 . 2 5 % NYLOPLAST DRAIN BASIN RIM = 1000.10 INV = 998.27 NYLOPLAST DRAIN BASIN RIM = 1000.00 INV = 997.95 20 LF 6" PVC SCH 40 @ 0.25% INV = 997.90 20 LF 6" PVC SCH 40 @ 0.25% INV = 997.90 1 2 (2) LINES OF SILT FENCE 834 LF TOTAL NYLOPLAST DRAIN BASIN RIM = 1000.27 INV = 998.11 6 4 L F 6 " P V C S C H 4 0 @ 0 . 2 5 % 6 4 L F 6 " P V C S C H 4 0 @ 0 . 2 5 % NYLOPLAST DRAIN BASIN RIM = 1000.15 INV = 998.27 NYLOPLAST DRAIN BASIN RIM = 999.77 INV = 997.95 NYLOPLAST DRAIN BASIN RIM = 1000.14 INV = 998.11 6 4 L F 6 " P V C S C H 4 0 @ 0 . 2 5 % CLEANOUT RIM = 998.88 INV = 996.88 CLEANOUT RIM = 998.88 INV = 996.88 (2) 28 LF 6" PERFORATED PVC DRAINTILE @ 0.25% WETLAND DELINEATION 50FT WETLAND SETBACK 150FT WETLAND BUILDING SETBACK 5 0 F T 1 5 0 F T PROPOSED BUILDING FFE = 1000.40 EOF WEIR ELEV = 998.90 26 CIV-300 Sa v e : 6/ 1 6 / 2 0 2 6 3 : 3 9 P M oe n g l i s h P l o t : 6/ 1 6 / 2 0 2 6 3 : 5 0 P M X: \ P T \ R \ R A M G C \ 1 9 1 3 8 1 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 1 0 - C i v i l \ c a d \ d w g \ s h e e t \ R A 1 9 1 3 8 1 D T . d w g MSS MSS CMM A 06/16/26 ISSUED FOR PERMIT RAMGC191381 NEW HITTING BAY & EVENT CENTER BUILDING CIVIL DETAILS SHAMROCK GOLF COURSE 19625 LARKIN RD, CORCORAN, MN 55340 5880406/16/26 COLLIN M. MAKI I HEREBY CERTIFY THAT THIS PLAN 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. DATE LICENSE NO. PHONE: 320.229.4300 2351 CONNECTICUT AVE. S SUITE 300 SARTELL, MN 56377 www.sehinc.com Rev.# Designed By Drawn By Checked By Description DateSEH Project Revision Issue Rev.#Description Date Revision Issue 3:1 SIDE SLOPE MI N 1 2 " 3' 6" M I N AGGREGATE MEDIA 6" PERFORATE PVC DRAIN TILE (SEE DRAWINGS FOR DRAIN TILE LAYOUT) GEOTEXTILE FABRIC, TYPE II 1:1 SIDE SLOPE ENGINEERED SOIL -70% CLEAN SAND -30% MNDOT GRADE 2 COMPOST AGGREGATE MEDIA -WASHED COURSE AGGREGATE MEDIA -MNDOT 3149.2H "COURSE FILTER AGG." SCARIFY IN-SITE SOILS TO A MINIMUM DEPTH OF 12" (INCIDENTAL) ENGINEERED SOIL 1 2 1 2 TOP ENGINEERED SOIL ELEV 998.65 BOTTOM ENGINEERED SOIL ELEV = 996.88 TOP OF BASIN ELEV 999.40 BOTTOM OF BASIN ELEV 997.88 3' 6" MIN. RIP RAP FLUME 12" CLASS II RIP RAP (10 CY RIPRAP) TYPE III GEOTEXTILE FABRIC (INCIDENTAL) TOP OF POND NOTE: ALL PIPE SHALL BE SDR35 W/GASKETED JOINTS 6" DRAINTILE 6" 6" CLEANOUT CASTING 6" PVC PIPE 90° LONG SWEEP ELBOW END OF LINE CLEANOUT NTS 27 STAFF REPORT Agenda Item: 6.b Council Meeting: August 18, 2026 Prepared By: Natalie Davis, Community Development Director Topic: Civic Campus Capital Improvement - Comprehensive Plan Compliance Review Action Required: Discussion Summary A public hearing was scheduled at the City Council meeting on August 13, 2026, to discuss financing certain municipal facilities through Capital Improvement Plan (CIP) bonds following adoption of a five- year CIP. The proposed 2026-2030 CIP identifies the construction of a new Civic Campus, including City Hall and a Public Safety facility, as the capital improvement to be financed under the plan. This process is authorized under Minnesota Statutes Section 475.521. Minnesota Statutes Section 462.356, Subd. 2 requires the Planning Commission to review the proposed capital improvement and report its findings in writing to the City Council regarding whether the improvement is in accordance with the adopted Comprehensive Plan, unless the requirement is waived by a two-thirds vote of the City Council. The requirement was not waived at the August 13, 2026, City Council meeting. The Planning Commission findings are intended to be forwarded to Council on August 27, 2026, when the Public Hearing originally scheduled for August 13, 2026, will also occur. Council Action Attachments 1. 2026-08-18 Civic Campus CIP PC Report.pdf 28 Page 1 of 7 STAFF REPORT Planning Commission Meeting: August 18, 2026 Prepared By: Natalie Davis McKeown Topic: Civic Campus Capital Improvement – Comprehensive Plan Compliance Review (PID 24-119-23-23-0004) Action Required: Findings 1. Summary of Request A public hearing was scheduled at the City Council meeting on August 13, 2026, to discuss financing certain municipal facilities through Capital Improvement Plan (CIP) bonds following adoption of a five-year CIP. The proposed 2026- 2030 CIP identifies the construction of a new Civic Campus, including City Hall and a Public Safety facility, as the capital improvement to be financed under the plan. This process is authorized under Minnesota Statutes Section 475.521. Minnesota Statutes Section 462.356, Subd. 2 requires the Planning Commission to review the proposed capital improvement and report its findings in writing to the City Council regarding whether the improvement is in accordance with the adopted Comprehensive Plan, unless the requirement is waived by a two-thirds vote of the City Council. The requirement was not waived at the August 13, 2026, City Council meeting. The Planning Commission findings are intended to be forwarded to Council on August 27, 2026, when the Public Hearing originally scheduled for August 13, 2026, will also occur. 2. Context Zoning and Land Use Figure 1 Location Map Figure 2 Future Land Use Map 29 Page 2 of 7 The site for the new municipal facility is the southern 2.67 acres (roughly) of the existing property where City Hall is currently located. The campus location is proposed east of City Center Drive and St. Therese. The overall site is roughly 51 acres. The northern square of this property is currently guided Public / Semi Public and zoned Institution and zoned Public/Institutional. The southern leg of the property is guided Mixed Use and zoned Downtown Mixed Use. The overall site is located within the envisioned Town Center area of the Southeast District. The portion of the site where the new campus would be located is currently vacant. Surrounding Properties The guiding, zoning, and existing use of the surrounding properties are detailed in the table below. Direction Guided Zoning District Use North Low Density Residential Urban Reserve (UR) Agricultural East Low Density Residential UR Agricultural/Single-family Residential South Mixed Use Downtown Mixed Use (DMU) Agricultural West - High Density Residential - Mixed Use - UR - DMU - Single-family Residential - St. Therese Figure 3 Zoning Map 30 Page 3 of 7 Staging This property as well as all surrounding properties are located within the Metropolitan Urban Service Area (MUSA). The portion of the property that is proposed for the new Civic Campus is located in the first and current stage of phasing for utilities in the 2040 Comprehensive Plan (2020-2025). Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas Map shows a large portion of the overall property has High Quality Natural Communities, including emergent wetlands, shrub wetlands, floodplain forest, and a maple/basswood upland. It also identifies that South Fork Rush Creek runs through the property, but the proposed location of the Campus falls outside of the Shoreland Overlay district. The proposed campus location would be located where a portion of the high- quality maple/basswood community is identified. While this upland community was believed to be high quality maple/basswood at the time of the creation of this map, the City completed a tree survey in 2026 to provide more in-depth information on the existing species and condition of the upland community. Many of the trees located in this community are Green Ash trees that are either in poor health or dying. Besides the Green Ash located in this area, there are other tree species (e.g., Black Cherry, American Elm, Boxelder, etc.,) that are also in a condition of fair with major problems, poor health, or dying. Tree preservation to the extent possible and where it makes sense would be a priority of the project. New landscaping will also be included as a part of any project that moves forward. A wetland delineation was completed for this site as a part of the St. Therese Figure 4 Natural Resource Inventory Areas Map Figure 5 2026 Property Survey 31 Page 4 of 7 development first approved in 2021. There are 4 delineated wetlands on the southern leg of the overall property as shown on the attached property survey updated this year for the southern leg of the property. 3. Analysis Pursuant to Minnesota Statutes Section 462.356, Subdivision 2, the Planning Commission is asked to review the proposed Civic Campus capital improvement and provide written findings to the City Council regarding whether the proposed capital improvement is consistent with the City's adopted 2040 Comprehensive Plan. The Commission is not being asked to approve the Capital Improvement Plan bonds or a detailed site plan for the Civic Campus. Rather, the purpose of this review is to determine whether the proposed Civic Campus and its location are consistent with the Comprehensive Plan. Detailed site plan review will occur at a later date should the project move forward. The information previously provided to the City Council regarding the proposed Capital Improvement Plan and CIP bond issuance is attached for reference. Staff has reviewed the proposed Civic Campus in relation to the Future Land Use Map, applicable Comprehensive Plan policies, and the implementing provisions of the Zoning Ordinance including the Southeast District Plan. Based on that review, staff finds the proposed Civic Campus is consistent with the City's adopted 2040 Comprehensive Plan for the reasons described below. Future Land Use and Town Center Vision The proposed campus site is guided Mixed Use on the City's adopted 2040 Future Land Use Map. The Comprehensive Plan describes the Mixed Use designation as an area intended to accommodate a coordinated mix of uses and specifically states that not all mixed-use developments are required to incorporate residential units. Mixed use areas are intended to create walkable environments that provide a variety of destinations and contribute to a sense of place. More specifically, the proposed location is located within the Town Center identified by the Comprehensive Plan and Southeast District Plan. The Comprehensive Plan explains City Hall is currently located at the northern boundary of the Town Center, and states the uses within the Town Center include mixed use, public/semi-public, and mixed residential uses. The Town Center is intended to include accessible destinations, inviting design, public gathering opportunities, and a unified public realm. The broader 2040 vision also identifies the Town Center as a focal point for the community and specifically envisions gathering space as a component of the Town Center. The proposed Civic Campus would continue and expand an existing civic function at the northern end of the Town Center and would provide municipal services and public meeting and gathering spaces within an area where the Comprehensive Plan expressly anticipates public/semi public uses. Staff therefore finds that the proposed Civic 32 Page 5 of 7 Campus is consistent with the land use designation and overall visions established for the Town Center. Relationship to the Zoning Ordinance The Comprehensive Plan states that the DMU zoning district was established to implement the Mixed Use land use designation. It further explains that the zoning standards and applicable site and design standards are intended to support the vision for this area. The proposed Civic Campus location is zoned DMU. Pursuant to Section 1040.130, Subdivision 4(D), of the Zoning Ordinance, Civic Buildings, including City Hall, libraries, and fire stations, are permitted uses within the DMU district. While zoning compliance is not the standard for the Planning Commission's review under Minnesota Statutes Section 462.356, the zoning district adopted to implement the Comprehensive Plan further supports the conclusion that civic uses are contemplated and appropriate within the Town Center. Relationship to the Southeast District Plan The Southeast District Plan and Design Guidelines include a conceptual plan that depicts the portion of the property proposed for the Civic Campus as Parks/Open Space. This depiction, however, did not amend the City's official Future Land Use Map. The 2040 Comprehensive Plan, adopted subsequent to the Southeast District Plan, continues to guide the property Mixed Use. The Southeast District Plan explains that its purpose is to establish basic parameters, describe preferences, and illustrate design intent, and recognizes that there may be multiple solutions capable of meeting the objectives of the Plan. The Southeast District Plan also contemplated potential locations for a future Community Center within the Town Center. While the proposed Civic Campus is not a Community Center as contemplated by that plan, the campus is anticipated to include public meeting and gathering spaces that would serve some of the community-oriented functions envisioned for the Town Center. Accordingly, staff finds that the conceptual Parks/Open Space depiction in the Southeast District Plan does not change or supersede the Mixed Use designation established by the adopted Comprehensive Plan or preclude the proposed Civic Campus at this location. Natural Resources The Comprehensive Plan places a high priority on protecting Corcoran's natural resources, including wetlands, woodlands, natural topography, and open space. Among its land use policies, the Plan calls for the protection of natural features and sensitive 33 Page 6 of 7 areas as development occurs and encourages creative approaches to development that preserve open space and natural resources. The 2040 Comprehensive Plan's Natural Resource Inventory identified natural resources on and surrounding the proposed Civic Campus location based upon the information available when the Plan was prepared. Subsequent site investigation, including the City's more recent tree survey, has provided more detailed information regarding the existing woodland conditions and indicates that portions of the wooded area proposed to be affected are of lower quality than suggested by the earlier inventory. The presence of natural resources does not change the property's Mixed Use land use designation or preclude development of the property. However, those resources remain an important consideration as the Civic Campus proceeds into detailed design. The City's intent is to work with the existing topography, minimize disturbance where feasible, preserve higher-quality trees and natural areas where practicable, and provide replacement plantings as part of future site development. Detailed grading, tree preservation and replacement, wetland impacts, landscaping, stormwater management, and other site-specific environmental considerations will be evaluated through the subsequent site plan review process. Public Infrastructure and Community Services The proposed Civic Campus is located within the MUSA and within the current utility staging area identified by the 2040 Comprehensive Plan. The Comprehensive Plan calls for a staging plan that supports coordinated infrastructure expansion and land use growth and further establishes a policy of expanding community services to keep pace with orderly development. Locating the Civic Campus within the City's planned urban growth area, near existing municipal utilities and within the Town Center, is consistent with these policies and supports the coordinated provision of municipal services as the community continues to develop. Scope of Review and Future Site Design The Comprehensive Plan also establishes policies and objectives related to pedestrian- oriented development, accessible destinations, walkability, public spaces, natural resource preservation, and the overall character of the Town Center. These policies will continue to guide the Civic Campus as the project proceeds. At this time, however, the Planning Commission is not being asked to approve a detailed site plan. If the project proceeds following the bond authorization process, detailed considerations including building and parking placement, pedestrian and trail connections, grading, tree preservation and replacement, landscaping, stormwater 34 Page 7 of 7 management, architecture, and compliance with applicable performance and design standards will be evaluated through the required site plan review process. 4. Summary The question presently before the Planning Commission is whether the proposed Civic Campus capital improvement at this location is consistent with the 2040 Comprehensive Plan. Based upon the property's Mixed Use land use designation, its location within the Town Center where public/semi-public uses are expressly contemplated, the implementing Downtown Mixed Use zoning district, the availability and planned staging of municipal infrastructure, and the policies and objectives discussed above, staff finds that the proposed Civic Campus capital improvement is consistent with the City's adopted 2040 Comprehensive Plan. 5. Recommendation Staff recommends that the Planning Commission review the enclosed Memorandum of Findings, make any modifications it determines appropriate, and direct that its written findings regarding Comprehensive Plan consistency be forwarded to the City Council pursuant to Minnesota Statutes Section 462.356, Subdivision 2. Attachments: 1. Draft Memorandum of Findings 2. Site Survey 3. Tree Survey 4. Staff Report to City Council August 13, 2026 35 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-2288 Administrative Offices Public Works Offices 9100 County Road 19 Corcoran, MN 55357 Phone: 763-420-2652 Phone: 763-420-8966 Police Department Offices 8200 County Road 116 Corcoran, MN 55340 www.corcoranmn.gov MEMORANDUM OF FINDINGS To: Corcoran City Council From: Corcoran Planning Commission Date: August 18, 2026 Re: Civic Campus Capital Improvement – Comprehensive Plan Compliance Property: PID 24-119-23-23-0004 Purpose Pursuant to Minnesota Statutes Section 462.356, Subdivision 2, the Planning Commission reviewed the proposed Civic Campus capital improvement to determine whether the proposed improvement and its location are consistent with the City's adopted 2040 Comprehensive Plan. The proposed capital improvement consists of a new Civic Campus, including City Hall and a Public Safety facility, proposed on approximately 2.67 acres of the existing City-owned property located east of City Center Drive and St. Therese. The Planning Commission's review is limited to Comprehensive Plan consistency. Detailed site design will be reviewed separately through the applicable development review process should the project proceed. Findings Based upon review of the City's 2040 Comprehensive Plan, the August 18, 2026 Planning Commission staff report and supporting materials, and discussion at the Planning Commission meeting, the Planning Commission makes the following findings: 1. Future Land Use. The proposed Civic Campus location is guided Mixed Use on the City's adopted 2040 Future Land Use Map. The Comprehensive Plan provides flexibility within the Mixed Use designation and specifically states that not all mixed-use developments are required to incorporate residential uses. 2. Town Center Vision. The proposed Civic Campus is located within the Town Center identified by the Comprehensive Plan and Southeast District Plan. The Comprehensive Plan identifies City Hall as the northern boundary of the Town Center and expressly identifies mixed use, public/semi-public, and mixed residential uses as uses within the Town Center. The Town Center is also envisioned to include accessible destinations, gathering opportunities, and a unified public realm. The proposed Civic Campus would continue and expand an existing 36 2 civic function within the Town Center and provide municipal services and public meeting and gathering spaces in an area where public/semi-public uses are expressly contemplated. 3. Implementing Zoning District. The Comprehensive Plan identifies the Downtown Mixed Use zoning district as an implementing district for the Mixed Use land use designation. The proposed Civic Campus location is zoned Downtown Mixed Use, within which Civic Buildings, including City Hall, libraries, and fire stations, are permitted uses pursuant to Section 1040.130, Subdivision 4(D), of the Zoning Ordinance. While zoning compliance is not the standard for review under Minnesota Statutes Section 462.356, the implementing zoning regulations further support the conclusion that civic uses are contemplated within the Town Center. 4. Southeast District Plan. The Southeast District Plan and Design Guidelines include a conceptual plan depicting the proposed Civic Campus area as Parks/Open Space. This conceptual depiction did not amend the City's official Future Land Use Map, and the subsequently adopted 2040 Comprehensive Plan continues to guide the property Mixed Use. The Southeast District Plan is intended to establish basic parameters, describe preferences, and illustrate design intent and recognizes that multiple solutions may satisfy the objectives of the Plan. The Southeast District Plan also contemplated future community-serving facilities within the Town Center. Accordingly, the conceptual Parks/Open Space depiction does not preclude the proposed Civic Campus or render it inconsistent with the adopted Comprehensive Plan. 5. Natural Resources. The Comprehensive Plan identifies natural resources on and surrounding the proposed Civic Campus location and establishes policies supporting protection of wetlands, woodlands, natural topography, open space, and other sensitive features. More detailed site investigation conducted since adoption of the Comprehensive Plan, including a 2026 tree survey, indicates that portions of the wooded area proposed to be affected are of lower quality than suggested by the earlier Natural Resource Inventory. The presence of natural resources does not change the property's Mixed Use designation or preclude development of the property. If the project proceeds, the City intends to work with existing topography, minimize disturbance where feasible, preserve higher-quality trees and natural areas where practicable, and provide replacement plantings. Detailed grading, tree preservation and replacement, wetland impacts, landscaping, stormwater management, and other site-specific environmental considerations will be evaluated as part of subsequent site plan review. 6. Public Infrastructure and Community Services. The proposed Civic Campus is located within the Metropolitan Urban Service Area and within the utility staging area identified by the 2040 Comprehensive Plan for the first phase of urban 37 3 utility service. Locating the Civic Campus within the City's planned urban growth area, near existing municipal utilities and within the Town Center, is consistent with Comprehensive Plan policies supporting coordinated infrastructure expansion, land use growth, and expansion of community services as orderly development occurs. 7. Future Site Design. The Comprehensive Plan includes policies and objectives related to pedestrian-oriented development, walkability, accessible destinations, public spaces, natural resource preservation, and the overall character of the Town Center. These policies will continue to guide the project as detailed design proceeds. The Planning Commission's present review does not constitute approval of a detailed site plan. Building and parking placement, pedestrian and trail connections, grading, landscaping, stormwater management, architecture, tree preservation and replacement, and compliance with applicable performance and design standards will be evaluated through the required site plan review process if the project proceeds. Conclusion Based upon the findings above, the Planning Commission finds that the proposed Civic Campus capital improvement and its proposed location are consistent with and in accordance with the City's adopted 2040 Comprehensive Plan. These written findings are hereby forwarded to the Corcoran City Council pursuant to Minnesota Statutes Section 462.356, Subdivision 2. Planning Commission Action: Motion by Commissioner ____________________, seconded by Commissioner ____________________, to approve the Memorandum of Findings and forward the Planning Commission's written findings to the City Council. Vote: _____ Ayes; _____ Nays; _____ Abstain; _____ Absent __________________________________ Planning Commission Chair Date: ___________________________ 38 Owner: Dorthy E. Schutte LOT 1, BLOCK 2 S00°01'48"W 1326.97 S00°02'18"W 1317.51 30. 1 1 R= 6 2 3 . 0 0 Δ= 0 5 ° 3 1 ' 4 1 " CB= N 0 9 ° 5 2 ' 0 5 " W 44.00 N90°00'00 " W1151.73 N00°04'37"E 152.00 N00°04'37"E S8 9 ° 4 4 ' 4 3 " E 11 8 6 . 0 6 S8 9 ° 4 4 ' 4 3 " E 12 1 . 0 0 80 8 0 8 0 60 Ow n e r : D o r t h y E . S c h u t t e T r u s t e e Owner: Shared Option 5 LLC Owner: Shared Option 5 LLC Ow n e r : G r e g o r y R . E b e r t Owner: Saint Therese Corcoran LLC Owner: City of Corcoran 5 foot drainage & utility easement per TOWN CENTER ADDITION 10 foot drainage & utility easement per TOWN CENTER ADDITION Wetland Easement per Doc No. 2595612 II I I I I I I IIIIIIIII I I III I I I I I I I II I I I I IIII ►►►►►►►► ► ► ► ► ► ► ► ► ► ► ► ► ► ► ► ►►►► ►►►► I I I I I III 46 5 . 2 1 N8 9 ° 2 5 ' 0 2 " W 102 8 . 6 8 R= 7 1 1 . 0 0 Δ= 8 2 ° 5 3 ' 4 6 " POND WE T L A N D WET LAND W E T L A N D BE N C H M A R K To p N u t H y d r a n t = 9 7 1 . 4 2 BENCHMARK Top Nut Hydrant = 970.82►► ►► ►► ►► ►► ► ► ►►►►►► ►►►► ►►►►►►►► ►► ►► ►► ►► ►► ►►►►►►►► 50 0 0 1 94 3 . 7 0 ST M B 2 4 " C M P >> ►►►►►►►► 9.9 ' STA:2+32.44 664.66 N07°06'14"W IV B IV B IV B IV B IV B IV B IV B IV B EE X X XX XXXX X X X X X XXXXXXXXXXXXXXXXXX > > 40002 935.65 WELE 40023 935.63 WELE 40043 935.63 WELE SS BS SS BM BM S 9 4 4 9 4 6 9 4 8 9 5 2 9 5 4 9 6 0 9 7 0 9 7 6 976 980 984 980 98 2 9 5 0 94 0 9 4 4 9 4 8 94 6 94 2 93 8 93 6 9 6 4 96 6 96 8 970 972 974 976 978 980 9 8 4 98 4 9 7 8 9 7 6 9 7 4 9 7 2 9 7 0 9 6 8 9 4 2 9 4 0 9 3 8 9 3 6 93 4 94 0 9 4 2 94 2 940 93 6 950 94 8 94 4 96 6 96 4 9 5 6 95 8 9 6 0 9 6 2 9 6 4 966 976 974972 970968966964 9 7 8 WET LAND SU R V E Y B Y : AP P R O V E D B Y : DE S I G N E D B Y : DR A W N B Y : DA T E : SHEET NUMBER PROJECT NUMBER RE V I S I O N DA T E PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R S U R V E Y W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L L A N D S U R V E Y O R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A CH E C K E D B Y : Pl o t D a t e : 0 5 / 1 4 / 2 0 2 6 - 1 2 : 3 2 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ s h a r e d _ p r o j e c t s \ 1 9 3 8 0 7 6 6 3 \ C A D \ 4 R E F E R E N C E S \ 1 9 3 8 0 7 6 6 3 _ V 1 0 1 . d w g Xr e f s : , 2 2 7 7 0 5 0 3 3 - X S S S , z - S T R M 0 5 0 3 3 R e d u c e d , 1 9 3 8 0 7 6 2 7 _ X S X Z , 1 9 3 8 0 7 6 6 3 W e t l a n d s TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 193807663 CI T Y O F C O R C O R A N , M I N N E S O T A FU T U R E C I T Y H A L L DA N I E L J . R O E B E R MA Y 1 4 , 2 0 2 6 43 1 3 3 MA Y 1 4 , 2 0 2 6 193807663_V101 V1.01 LO T 1 , B L O C K 2 T O W N C E N T E R A D D I T I O N Lot 1, Block 2, TOWN CENTER ADDITION, Hennepin County, Minnesota. GRAPHIC SCALE IN FEET 0 100 200 BEARING ORIENTATION BASED ON THE SOUTH LINE OF LOT 1, BLOCK 2, TOWN CENTER ADDITION, WHICH HAS AN ASSUMED BEARING OF NORTH 89 DEGREES 25 MINUTES 02 SECONDS WEST. Mi n n e a p o l i s O f f i c e 73 3 M a r q u e t t e A v e Su i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 Ph o n e : 6 1 2 - 7 1 2 - 2 0 0 0 We b s i t e : w w w . s t a n t e c . c o m LEGAL DESCRIPTION >>>> LEGEND OF SYMBOLS & ABBREVIATIONS >> GATE VALVE MH MH POWER BOX TELEPHONE BOX BURIED CABLE TELEVISION CONIFEROUS TREE UTILITY POLE and ANCHOR ROAD SIGN DECIDUOUS TREE AERIAL UTILITIES EX. CURB & GUTTER EX. SANITARY SEWER BURIED TELEPHONE BURIED ELECTRIC BURIED GAS MAIN CB FH CO EX. WATER MAIN EX. STORM SEWER ADJOINING LOT LINE RIGHT-OF-WAY CURB STOP ll C-B C-B G-B G-B E-B E-B CTV-B CTV-B OHP-B CO E C U SS S (SHOWN AT APPROXIMATE SIZE) (SHOWN AT APPROXIMATE SIZE) CABLE TV BOXCTV TRANSFORMERTRAN 1.Legal description provided by owner (Corcoran Economic Development Authority). 2.Drainage and utility easements shown per plat of TOWN CENTER ADDITION. 3.Parcel area = ±2,505,246 square feet (±51.51 acres). 4.Delineated wetlands shown per wetland delineation performed by Stantec. MISCELLANEOUS NOTES NOT TO SCALE LOCATION MAP SITE BOUNDARY LINE HORIZONTAL DATA Hennepin County Coordinate System, NAD83, 1986 Adjustment U.S. Survey Foot VERTICAL DATA NAVD88 CO U N T Y R O A D 1 1 6 BOUNDARY EXHIBIT C O U N T Y R O A D 5 0 79TH PLACE CIT Y C E N T E R D R D R A F T 39 LOT 1, BLOCK 2 S00°02'18"W 1317.51 30. 1 1 R= 6 2 3 . 0 0 Δ= 0 5 ° 3 1 ' 4 1 " CB= N 0 9 ° 5 2 ' 0 5 " W 8 0 8 0 60 Owner: Shared Option 5 LLC Owner: Shared Option 5 LLC Ow n e r : G r e g o r y R . E b e r t Owner: Saint Therese Corcoran LLC 5 foot drainage & utility easement per TOWN CENTER ADDITION 10 foot drainage & utility easement per TOWN CENTER ADDITION I I I I I I I I I I I I I IIIIIIII I ►►►►►►►►►►►► ►►►►► ► ► ► ► ► ► ► ► ► ► ► ►►►►►►►► ► ► I I I I I I 46 5 . 2 1 N8 9 ° 2 5 ' 0 2 " W POND WET LAND WET LAND W E T L A N D BE N C H M A R K To p N u t H y d r a n t = 9 7 1 . 4 2 BENCHMARK Top Nut Hydrant = 970.82 ►► ►► ►► ►► ►► ►► ►► ► ► ►► ►► ►► ► ► ► ► ►►►►►►►►►►►►►► ►► ►► ►►►►►►►►►► ►►►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► ►► 664.66 N07°06'14"W IV B IV B IV B IV B IV B IV B IV B IV B EE X X X X XXXXX XXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX > > > > > > 40002 935.65 WELE 40023 935.63 WELE 40043 935.63 WELE SS SS BM BM S 9 4 4 9 4 6 9 4 8 9 5 2 9 5 4 9 6 0 9 7 0 9 7 6 976 980 984 980 98 2 9 5 0 94 0 94 4 9 4 8 94 6 94 2 93 8 93 6 9 6 4 96 6 96 8 970 972 974 976 978 980 9 8 4 98 4 9 7 8 9 7 6 9 7 4 9 7 2 9 7 0 9 6 8 9 4 2 9 4 0 9 3 8 9 3 6 93 4 94 0 9 4 2 94 2 940 93 6 950 94 8 94 4 96 6 96 4 9 5 6 95 8 9 6 0 9 6 2 9 6 4 966 976 974 972 970968 966 964 9 7 8 WET LAND SU R V E Y B Y : AP P R O V E D B Y : DE S I G N E D B Y : DR A W N B Y : DA T E : SHEET NUMBER PROJECT NUMBER RE V I S I O N DA T E PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R S U R V E Y W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L L A N D S U R V E Y O R U N D E R T H E LA W S O F T H E S T A T E O F M I N N E S O T A CH E C K E D B Y : Pl o t D a t e : 0 5 / 1 4 / 2 0 2 6 - 1 2 : 3 4 p m Dr a w i n g n a m e : \ \ U S 0 2 4 2 - P P F S S 0 1 \ s h a r e d _ p r o j e c t s \ 1 9 3 8 0 7 6 6 3 \ C A D \ 4 R E F E R E N C E S \ 1 9 3 8 0 7 6 6 3 _ V 1 0 2 . d w g Xr e f s : , 2 2 7 7 0 5 0 3 3 - X S S S , z - S T R M 0 5 0 3 3 R e d u c e d , 1 9 3 8 0 7 6 2 7 _ X S X Z , 1 9 3 8 0 7 6 6 3 W e t l a n d s TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 193807663 CI T Y O F C O R C O R A N , M I N N E S O T A FU T U R E C I T Y H A L L DA N I E L J . R O E B E R MA Y 1 4 , 2 0 2 6 43 1 3 3 MA Y 1 4 , 2 0 2 6 193807663_V102 V1.02 LO T 1 , B L O C K 2 T O W N C E N T E R A D D I T I O N GRAPHIC SCALE IN FEET 0 50 100 BEARING ORIENTATION BASED ON THE SOUTH LINE OF LOT 1, BLOCK 2, TOWN CENTER ADDITION, WHICH HAS AN ASSUMED BEARING OF NORTH 89 DEGREES 25 MINUTES 02 SECONDS WEST. Mi n n e a p o l i s O f f i c e 73 3 M a r q u e t t e A v e Su i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 Ph o n e : 6 1 2 - 7 1 2 - 2 0 0 0 We b s i t e : w w w . s t a n t e c . c o m >>>> LEGEND OF SYMBOLS & ABBREVIATIONS >> GATE VALVE MH MH POWER BOX TELEPHONE BOX BURIED CABLE TELEVISION CONIFEROUS TREE UTILITY POLE and ANCHOR ROAD SIGN DECIDUOUS TREE AERIAL UTILITIES EX. CURB & GUTTER EX. SANITARY SEWER BURIED TELEPHONE BURIED ELECTRIC BURIED GAS MAIN CB FH CO EX. WATER MAIN EX. STORM SEWER ADJOINING LOT LINE RIGHT-OF-WAY CURB STOP ll C-B C-B G-B G-B E-B E-B CTV-B CTV-B OHP-B CO E C U SS S (SHOWN AT APPROXIMATE SIZE) (SHOWN AT APPROXIMATE SIZE) CABLE TV BOXCTV TRANSFORMERTRAN BOUNDARY LINE SITE EXHIBIT 1.Legal description provided by owner (Corcoran Economic Development Authority). 2.Drainage and utility easements shown per plat of TOWN CENTER ADDITION. 3.Parcel area = ±2,505,246 square feet (±51.51 acres). 4.Delineated wetlands shown per wetland delineation performed by Stantec. MISCELLANEOUS NOTES HORIZONTAL DATA Hennepin County Coordinate System, NAD83, 1986 Adjustment U.S. Survey Foot VERTICAL DATA NAVD88 D R A F T 40 © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S 40000 936.08 RCP" APRON 42 USTM BL 40 0 0 2 93 5 . 6 5 4 WE L E 40 0 2 3 93 5 . 6 3 1 WE L E 40031 942.67 MISC TOP GRATE 40032 932.64 RCP" APRON 36 40 0 4 3 93 5 . 6 2 7 WE L E 40044936.07RCP" APRON 30 USTM1 BL RIM 947.95 RIM 943.41 RIM 955.39 40444960.43POLE LIGHT 40445963.35POLE LIGHT 40446 966.25 POLE LIGHT 40447 969.37 POLE LIGHT 40448957.55POLE LIGHT 40449 954.68 POLE LIGHT 40450951.52POLE LIGHT 40451 948.38 POLE LIGHT 40452945.84POLE LIGHT 40453943.69POLE LIGHT SS RIM 953.95 RIM 968.40 SS RIM 969.32 40604 935.90 MISC TOP RCP END 90000936.04END" APRON 90001936.0142"" APRON 90061939.37MISC PIPE PVC 90062 938.02MISC PIPE PVC 90063 937.12 MISC PIPE PVC 90064 937.11 MISC PIPE PVC 90065 937.16 MISC PIPE PVC 90066937.46MISC PIPE PVC 90067937.19MISC PIPE PVC 90068937.18 MISC PIPE PVC 90196968.05HYDRANTBM 90197 970.82 BM LOC TNH BM 90198971.42BM LOC TNH 90199 968.79 HYDRANT S RIM 959.22 701984.20IRON FOUND NAIL WITH RIBBON 75007 975.78 FL EDGE BL 75008976.82FL EDGE 75009977.12FL EDGE 75010 978.53FL EDGE 75011979.78 FL EDGE IV B 75047 968.04 SPRINKLER VALVE BOX 75062 970.18 NON-TRAFFIC SIGN UGAS 75063 970.91 TELE VAULT 75064 971.28 MISC UELE CONDUIT 75073 979.40 NON-TRAFFIC SIGN NO TRES 75077 982.15 FL EDGE 75084984.21FL EDGE 75090984.85FL EDGE 75095983.46FL EDGE 75098981.45FL EDGE 75109 981.00 FL EDGE 75114982.23FL EDGE 75117982.68FL EDGE 75122983.57FL EDGE EL IV B 75259 961.76 SPRINKLER VALVE BOX IV B 75274 959.70 SPRINKLER VALVE BOX IV B 75587950.12SPRINKLER VALVE BOX IV B 75588949.94 SPRINKLER VALVE BOX IV B 75589 950.06SPRINKLER VALVE BOX IV B 75590 950.58SPRINKLER VALVE BOXIV B 75591950.57SPRINKLER VALVE BOX E75592 949.94 POWR PEDE75593949.89POWR PED 75744950.46NON-TRAFFIC SIGN WET BUFFER 75774 948.65NON-TRAFFIC SIGN WET BUFFER 75777 947.67 NON-TRAFFIC SIGN WET BUFFER 75798947.52 NON-TRAFFIC SIGN WET BUFFER 75805 945.51 NON-TRAFFIC SIGN WET BUFFER 75813 949.28 NON-TRAFFIC SIGN WET BUFFER X X X X X X X XXXXXXXXXXXXXXXXXXX XXXXX XXXX X X X > > > > > > CITY CENTER D R I V E 7 9 T H P L A C E SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 3 8 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H , 1 9 3 8 0 7 6 6 3 W e t l a n d s , 1 9 3 8 0 7 6 6 3 _ V 1 0 2 TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 N L-101 LO C A T I O N P L A N NORTH HALF SEE SHEET L-102 SOUTH HALF SEE SHEET L-103 41 © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S 40 0 2 3 93 5 . 6 3 1 WE L E 40031 942.67MISC TOP GRATE 40032 932.64 RCP" APRON 36 40604 935.90 MISC TOP RCP END 90061939.37MISC PIPE PVC 90062 938.02MISC PIPE PVC 90063937.12MISC PIPE PVC 90064 937.11 MISC PIPE PVC 90065937.16MISC PIPE PVC 90066 937.46 MISC PIPE PVC 90067937.19MISC PIPE PVC 90068 937.18 MISC PIPE PVC 75744 950.46NON-TRAFFIC SIGN WET BUFFER 75774948.65NON-TRAFFIC SIGN WET BUFFER 75777947.67NON-TRAFFIC SIGN WET BUFFER 75798947.52NON-TRAFFIC SIGN WET BUFFER 75805 945.51 NON-TRAFFIC SIGN WET BUFFER 75813 949.28 NON-TRAFFIC SIGN WET BUFFER XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX 300 American Basswood 301 American Basswood 302 American Basswood 303 Green Ash 304 American Elm 305 Sugar Maple 306 Boxelder 307 American Elm 308 Green Ash 309 American Basswood 310 Sugar Maple 311 Boxelder 312 Sugar Maple 313 Sugar Maple 314 Green Ash 315 Boxelder 316 American Basswood 317 American Basswood 318 Green Ash 319 American Basswood 320 American Basswood 321 Green Ash 322 American Basswood 323 Sugar Maple 324 Green Ash 325 American Basswood 326 American Basswood 329 Green Ash 380 American Basswood 381 Cottonwood 382 Green Ash 383 American Elm 384 Cottonwood 385 American Elm 386 Cottonwood 387 Cottonwood 388 Cottonwood 389 Cottonwood 390 American Elm 391 American Elm 392 American Elm 393 American Elm 394 American Elm 395 American Elm 396 Green Ash 397 Green Ash Northern Red Oak 421 Northern Red Oak 422 Sugar Maple 423 Northern Red Oak Bitternut Hickory 605 Sugar Maple 606 Northern Red Oak 607 American Basswood 608 Northern Red Oak 609 Northern Red Oak 610 Green Ash 611 American Elm 612 Green Ash 613 Green Ash 614 American Basswood 615 Green Ash 617 American Basswood 618 American Basswood Sugar Maple 620 Bitternut Hickory 639 Sugar Maple 640 American Basswood 641 American Elm 643 Green Ash 644 Sugar Maple 645 American Basswood 646 Green Ash 647 American Basswood 648 Green Ash649 Green Ash 650 Green Ash 651 American Basswood 652 Green Ash 653 American Basswood 654 American Basswood 655 Green Ash 656 Green Ash 657 Sugar Maple 658 Sugar Maple 659 Green Ash 660 American Basswood 661 American Basswood 662 American Basswood 663 American Basswood 664 Sugar Maple 665 Sugar Maple 666 Black Cherry 667 Green Ash 668 Sugar Maple 669 Green Ash 670 Green Ash 671 American Elm 672 Sugar Maple 673 Sugar Maple 677 Green Ash 678 Green Ash 679 Green Ash 680 Green Ash 681 Green Ash 682 American Basswood 683 Green Ash 684 Boxelder 685 American Basswood 686 American Basswood 687 Green Ash 688 Green Ash 689 American Elm 690 Cottonwood 691 Cottonwood 692 Cottonwood 693 American Elm 694 American Elm 695 Green Ash 696 Green Ash 697 American Basswood 698 American Basswood 699 Green Ash 700 American Basswood 701 Green Ash 702 American Basswood 703 Sugar Maple 704 Sugar Maple 705 American Elm 706 Northern Red Oak 707 Green Ash 708 Sugar Maple 709 Green Ash 710 American Basswood 711 American Basswood 712 American Basswood 713 American Elm 714 Sugar Maple 715 Green Ash 716 American Basswood 717 American Basswood 718 Sugar Maple 719 Green Ash 720 Sugar Maple 721 Sugar Maple 722 Sugar Maple 723 American Basswood 724 Sugar Maple 725 Sugar Maple 726 Sugar Maple 727 Sugar Maple 728 Sugar Maple 729 American Basswood 730 Sugar Maple 731 Green Ash 732 Green Ash 733 American Basswood 734 Sugar Maple 735 American Basswood 736 Sugar Maple 737 Green Ash 738 Green Ash 739 American Basswood 740 Green Ash 741 Green Ash 742 American Basswood 743 Green Ash 744 American Basswood 745 Green Ash 746 Sugar Maple 747 Green Ash 748 Green Ash 749 American Basswood 750 Green Ash 751 Green Ash 752 Green Ash 753 Green Ash 754 Green Ash 755 Green Ash 756 Green Ash 757 Sugar Maple 758 Green Ash 759 Sugar Maple 760 Sugar Maple 761 Boxelder 762 American Basswood 763 Northern Red Oak 764 Green Ash 765 Green Ash 766 American Elm 767 Northern Red Oak 768 American Basswood 769 Sugar Maple 770 Sugar Maple 771 American Basswood 772 American Basswood 773 Green Ash 774 American Basswood 775 Sugar Maple 776 American Basswood 777 Sugar Maple 778 Green Ash 779 Green Ash 780 Sugar Maple 781 Green Ash 782 Green Ash 783 Sugar Maple 784 Sugar Maple 785 Sugar Maple 786 Sugar Maple 787 Sugar Maple 788 Green Ash 789 Green Ash 790 Green Ash 791 American Basswood 792 American Basswood 793 American Elm 794 Green Ash 795 Green Ash 796 Green Ash 797 Green Ash 798 Green Ash 799 American Elm 800 American Elm 801 Green Ash 802 Sugar Maple 803 Green Ash 804 American Basswood 805 American Basswood 806 American Basswood 807 American Basswood 808 Green Ash 809 American Basswood 810 Sugar Maple 811 American Basswood 812 American Basswood 813 Ironwood 814 American Basswood 815 Sugar Maple 816 American Basswood 817 Green Ash 818 Green Ash 819 Green Ash 820 American Basswood 821 Green Ash 822 American Basswood 823 American Basswood 824 Green Ash 825 American Basswood 826 Green Ash 827 American Basswood 828 American Basswood 829 Green Ash 830 Green Ash 831 Bitternut Hickory 832 American Basswood 833 American Basswood 834 Green Ash 835 American Basswood 836 Sugar Maple 837 Sugar Maple 838 Sugar Maple 839 Sugar Maple 840 Sugar Maple 841 American Elm 842 American Elm 843 Green Ash 844 Bitternut Hickory 845 Green Ash 846 Bitternut Hickory 847 Green Ash 848 Bitternut Hickory 849 Ironwood 850 American Basswood 851 Green Ash 852 American Basswood 853 American Basswood 854 American Basswood 855 Green Ash 856 American Elm 857 Green Ash 858 Green Ash 859 American Basswood 860 Green Ash 861 Green Ash 862 Green Ash 863 Green Ash 864 American Basswood 865 Green Ash 866 Sugar Maple 867 Green Ash 868 Green Ash 869 American Basswood 870 Northern Red Oak 871 Bitternut Hickory 872 Bitternut Hickory 873 Northern Red Oak 874 Quaking Aspen 875 Quaking Aspen 876 Quaking Aspen 877 American Elm 878 Sugar Maple 879 Bitternut Hickory 880 Bitternut Hickory 881 American Basswood 882 Bitternut Hickory 883 American Basswood 884 American Basswood 885 Quaking Aspen 886 American Basswood 887 Green Ash 888 Bitternut Hickory 889 Bitternut Hickory 890 Green Ash 891 Green Ash 892 Green Ash 893 Green Ash 894 Green Ash 895 Green Ash 896 Green Ash 897 Boxelder 898 Black Cherry 899 Green Ash 900 Green Ash 901 Green Ash 902 Green Ash 903 Green Ash 904 Boxelder 905 American Elm 906 Green Ash 907 American Elm 908 Green Ash909 Boxelder 910 Green Ash 911 Black Cherry 912 Green Ash 913 Green Ash 914 Black Cherry 915 Green Ash 916 Green Ash 917 Boxelder 918 American Basswood 919 Green Ash 920 Boxelder 921 Green Ash 922 American Basswood 923 Green Ash 924 American Basswood 925 Green Ash 926 Green Ash 927 Green Ash 928 American Basswood 929 American Basswood930 American Basswood 931 Green Ash 932 American Basswood 933 Green Ash 934 Green Ash 935 American Basswood 936 American Elm 937 Green Ash 938 Green Ash 939 American Elm 940 Bitternut Hickory 941 Quaking Aspen 942 Quaking Aspen 943 Quaking Aspen 944 American Basswood 945 American Basswood 946 Green Ash 947 American Basswood 948 Green Ash 949 Green Ash 950 American Basswood 951 Green Ash 952 Green Ash 953 American Basswood 954 American Basswood 955 American Elm 956 Green Ash 957 Green Ash 958 Green Ash 959 Green Ash 960 American Basswood 961 American Basswood 962 Green Ash 963 Black Cherry 964 Black Cherry 965 Green Ash 966 Black Cherry 967 Green Ash 968 Green Ash 969 Green Ash 970 American Elm 971 Green Ash 972 Green Ash 973 Green Ash 974 Green Ash 975 Green Ash 976 Green Ash 977 Green Ash 978 Green Ash 979 Green Ash980 Green Ash 981 Green Ash 982 American Elm 983 Green Ash 984 Boxelder 985 Green Ash 986 Boxelder 987 Black Cherry 988 Green Ash 989 Boxelder 990 American Elm 991 Boxelder 992 Green Ash 993 American Basswood 994 American Basswood 995 American Basswood 996 Green Ash 997 American Basswood 998 Green Ash999 American Elm 1000 Green Ash 1001 Boxelder 1002 Green Ash 1003 Green Ash 1004 Green Ash 1005 Green Ash 1006 Green Ash 1007 Green Ash 1008 Boxelder 1009 Green Ash 1010 American Elm 1011 American Basswood 1012 Green Ash 1013 Green Ash 1014 Green Ash 1015 Green Ash 1016 Green Ash 1017 Green Ash 1018 Boxelder1019 Green Ash 1020 American Elm 1021 Green Ash 1022 Green Ash 1023 Green Ash 1024 Green Ash 1025 Green Ash 1026 Green Ash 1027 Green Ash 1028 Green Ash 1029 Green Ash 1030 Green Ash 1031 American Elm1032 Green Ash 1033 Green Ash 1034 Green Ash 1035 Boxelder 1036 Green Ash 1037 Green Ash 1038 Green Ash 1039 Boxelder 1040 Green Ash 1041 American Basswood 1042 Green Ash 1043 Boxelder 1044 Green Ash 1045 Green Ash 1046 Green Ash 1047 American Elm 1048 Green Ash 1049 Green Ash 1050 American Basswood 1051 American Basswood 1052 Green Ash 1053 Green Ash 1054 Green Ash 1055 American Elm 1056 Green Ash 1057 Boxelder 1058 Green Ash 1059 Boxelder 1060 Green Ash 1061 Boxelder 1062 Green Ash 1063 Boxelder 1064 Boxelder 1065 Green Ash 1066 Green Ash 1067 Boxelder 1068 American Basswood EXISTING DELINEATED WETLAND EXISTING DELINEATED WETLAND EXISTING PROPERTY LINEEXISTING FENCE SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 3 7 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H , 1 9 3 8 0 7 6 6 3 W e t l a n d s , 1 9 3 8 0 7 6 6 3 _ V 1 0 2 TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 N L-102 SO U T H H A L F 42 © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S © 2 0 2 6 M i c r o s o f t C o r p o r a t i o n © 2 0 2 6 M a x a r © C N E S ( 2 0 2 6 ) D i s t r i b u t i o n A i r b u s D S 701984.20IRON FOUND NAIL WITH RIBBON 75008 976.82 FL EDGE 75009 977.12 FL EDGE 75010978.53FL EDGE 75011979.78FL EDGE IV B 75047 968.04 SPRINKLER VALVE BOX 75062 970.18NON-TRAFFIC SIGN UGAS 75063970.91TELE VAULT 75064 971.28MISC UELE CONDUIT 75073 979.40 NON-TRAFFIC SIGN NO TRES 75077 982.15 FL EDGE 75084 984.21 FL EDGE 75090984.85 FL EDGE 75095983.46FL EDGE 75098 981.45FL EDGE 75109981.00FL EDGE 75114982.23FL EDGE 75117982.68FL EDGE X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XXXXXXXXXXX XXXXXXXXXX X X X X X X X 1 Green Ash 2 Green Ash 3 Green Ash 4 Green Ash 5 Green Ash 6 Green Ash 7 Silver Maple 8 Green Ash 9 Green Ash 10 Green Ash 11 Black Cherry 12 American Elm 13 Black Cherry14 Green Ash 15 American Elm 16 Green Ash 17 Black Cherry 18 Black Cherry 19 American Elm 20 Green Ash 21 Green Ash 22 Boxelder 23 Bitternut Hickory 24 American Elm 25 Black Cherry 26 Black Cherry 27 Bitternut Hickory 28 Bitternut Hickory 29 Green Ash 30 Bitternut Hickory 31 Bitternut Hickory 32 Bitternut Hickory 33 Bitternut Hickory 34 Bitternut Hickory 35 Green Ash 36 Bitternut Hickory 37 Green Ash 38 Green Ash 39 American Elm 40 Green Ash 41 Green Ash 42 Green Ash 43 Green Ash 44 Green Ash45 Green Ash 46 Green Ash 47 Bitternut Hickory 48 Boxelder 49 Green Ash 50 Bitternut Hickory 51 Green Ash 52 Green Ash 53 Boxelder 54 American Elm 55 Green Ash 56 Green Ash 57 Green Ash 58 Boxelder59 Green Ash 60 Green Ash 61 Green Ash 62 Bitternut Hickory 63 Green Ash 64 Green Ash 65 Green Ash 66 Green Ash 67 Green Ash 68 Green Ash 69 Green Ash 70 Green Ash 71 Black Cherry 72 Black Cherry 73 Green Ash 74 Green Ash 75 Green Ash 76 Green Ash 77 Green Ash 78 American Basswood 79 Green Ash 80 Green Ash 81 Green Ash 82 Green Ash 83 Green Ash 84 Green Ash 85 Green Ash 86 Green Ash 87 Green Ash 88 Green Ash89 American Elm 90 Green Ash 91 Green Ash 92 Green Ash 93 Green Ash 94 Bitternut Hickory 95 Green Ash 96 Green Ash 97 98 Black Cherry 99 Green Ash 100 Green Ash 101 American Elm 102 American Elm 103 Green Ash 104 Green Ash 105 Green Ash 106 American Basswood 107 Green Ash 108 American Basswood 109 Green Ash 110 American Basswood 111 Green Ash 112 American Basswood 113 American Basswood 114 American Basswood 115 Green Ash 116 Green Ash 117 American Elm 118 Green Ash 119 Black Cherry 120 Green Ash 121 Green Ash 122 Green Ash 123 Green Ash 124 Green Ash 125 Boxelder 126 Green Ash 127 American Basswood 128 Green Ash 129 Green Ash 130 Green Ash 131 Green Ash 132 American Basswood 133 Green Ash 134 Bitternut Hickory 135 Green Ash 136 Bitternut Hickory 137 American Basswood 138 American Elm 139 Green Ash 140 American Basswood 141 Green Ash 142 American Basswood 143 Green Ash 144 Green Ash 145 American Basswood 146 Black Cherry 147 American Basswood 148 Green Ash 149 Sugar Maple 150 American Elm 151 American Basswood 152 Black Cherry 153 Green Ash 154 American Basswood 155 Boxelder 156 Green Ash 157 American Elm 158 Green Ash 159 American Basswood 160 American Basswood 161 Bitternut Hickory 162 Green Ash 163 Green Ash 164 Green Ash 165 Green Ash 166 Boxelder 167 Boxelder 168 Boxelder 169 Green Ash 170 Bitternut Hickory 171 Boxelder 172 Boxelder 173 Green Ash 174 Boxelder 175 American Elm 176 Green Ash 177 Black Cherry 178 Green Ash 179 Boxelder 180 Black Cherry 181 Green Ash 182 Boxelder 183 Bitternut Hickory 184 Bitternut Hickory 185 Black Cherry 186 American Elm 187 Northern Red Oak 188 American Basswood 189 American Basswood 190 Green Ash 191 Green Ash 192 American Basswood 193 Bitternut Hickory 194 American Basswood195 Green Ash 196 American Basswood 197 American Basswood 198 Green Ash199 American Elm 200 Green Ash 201 American Basswood 202 American Basswood 203 American Basswood 204 Green Ash 205 American Basswood 206 Bitternut Hickory 207 Green Ash 208 American Basswood 209 American Basswood 210 American Basswood 211 Northern Red Oak 212 Bitternut Hickory 213 American Basswood 214 American Elm 215 Bitternut Hickory 216 Bitternut Hickory 217 Bitternut Hickory 218 Bitternut Hickory 219 Bitternut Hickory 220 American Basswood 221 Green Ash 222 Green Ash 223 Green Ash 224 Green Ash 225 Green Ash 226 American Elm 227 Green Ash 228 Green Ash 229 Green Ash 230 Green Ash 231 Green Ash 232 Green Ash 233 Green Ash 234 American Basswood 235 Green Ash 236 Green Ash 237 Black Cherry 238 American Elm 239 American Elm 240 Black Cherry 241 American Elm 242 Green Ash 243 Green Ash 244 American Elm 245 American Basswood 246 Bitternut Hickory 247 Green Ash 248 Green Ash 249 Green Ash 250 Green Ash 251 Green Ash 252 Green Ash 253 Black Cherry 254 American Elm 255 American Elm 256 Green Ash 257 American Elm 258 Green Ash 259 Green Ash 260 American Basswood 261 American Basswood 262 American Basswood 263 American Basswood 264 American Basswood 265 Boxelder 266 Green Ash 267 Boxelder 268 American Basswood 269 Green Ash 270 American Basswood 271 American Basswood 272 American Basswood 273 Bitternut Hickory 274 American Basswood 275 American Basswood 276 American Basswood 277 Green Ash 278 Boxelder 279 Boxelder 280 Green Ash 281 Boxelder 282 Boxelder 283 Boxelder 284 Green Ash 285 Boxelder 286 Boxelder 287 Boxelder 288 Green Ash 289 Green Ash 290 Green Ash 291 Boxelder292 Boxelder 293 American Elm 294 Sugar Maple 295 American Basswood 296 American Basswood 297 Bitternut Hickory 298 Boxelder 299 Cottonwood 300 American Basswood 301 American Basswood 302 American Basswood 303 Green Ash 304 American Elm 305 Sugar Maple 306 Boxelder 307 American Elm 308 Green Ash 309 American Basswood 310 Sugar Maple 311 Boxelder 312 Sugar Maple 313 Sugar Maple 314 Green Ash 315 Boxelder American Basswood 317 American Basswood 318 Green Ash 319 American Basswood 320 American Basswood 321 Green Ash 322 American Basswood 323 Sugar Maple 324 Green Ash 325 American Basswood 326 American Basswood 327 American Basswood 328 American Basswood 329 Green Ash 330 American Basswood 331 American Elm 332 American Basswood 333 American Basswood 334 American Basswood 335 American Basswood 336 Sugar Maple 337 American Basswood 338 Green Ash 339 Green Ash 340 Cottonwood 341 American Basswood 342 American Basswood 343 Green Ash 344 Green Ash 345 Bitternut Hickory 346 American Basswood 347 Bitternut Hickory 348 Bitternut Hickory 349 American Basswood 350 American Basswood 351 Bitternut Hickory 352 Bitternut Hickory 353 American Basswood 354 American Basswood 355 Bitternut Hickory 356 Bitternut Hickory357 American Basswood 358 Sugar Maple 359 American Basswood 360 Bitternut Hickory 361 American Basswood 362 Green Ash 363 Green Ash 364 American Basswood 365 American Basswood366 Bitternut Hickory 367 American Basswood 368 American Basswood 369 Black Cherry 370 American Basswood 371 Green Ash 372 American Basswood 373 American Elm 374 American Basswood 375 Black Cherry 376 American Basswood 377 Sugar Maple 378 Green Ash 379 Green Ash 380 American Basswood 381 Cottonwood 382 Green Ash 383 American Elm 384 Cottonwood 385 American Elm 386 Cottonwood 387 Cottonwood 388 Cottonwood 389 Cottonwood 390 American Elm 391 American Elm 392 American Elm 393 American Elm 394 American Elm 395 American Elm 396 Green Ash 397 Green Ash 398 Green Ash 399 American Basswood 400 Cottonwood 401 American Elm 402 American Basswood 403 American Basswood 404 American Elm 405 Green Ash 406 Sugar Maple 407 Sugar Maple 408 Green Ash 409 American Basswood 410 Sugar Maple 411 American Basswood 412 Green Ash413 American Elm 414 American Basswood 415 American Basswood 416 Sugar Maple 417 Sugar Maple 418 Bitternut Hickory 419 Northern Red Oak 420 Sugar Maple 421 Northern Red Oak 422 Sugar Maple 423 Northern Red Oak 424 American Basswood 425 Bitternut Hickory 426 Sugar Maple 427 Sugar Maple 428 Northern Red Oak 429 Sugar Maple 430 American Basswood 431 American Basswood 432 American Basswood 433 American Basswood 434 American Basswood 435 Green Ash 436 American Basswood 437 American Basswood 438 Green Ash 439 Green Ash 440 Green Ash 441 American Basswood 442 Green Ash 443 American Basswood 444 American Basswood 445 American Basswood 446 American Basswood 447 American Elm 448 Green Ash 449 Green Ash 450 Green Ash 451 Green Ash 452 Green Ash 453 Green Ash 454 Green Ash 455 American Basswood 456 Bitternut Hickory 457 Green Ash 458 Green Ash 459 American Basswood 460 Green Ash 461 American Basswood 462 Green Ash 463 Green Ash 464 Boxelder 465 Green Ash 466 American Basswood 467 American Basswood 468 American Basswood 469 Green Ash 470 Green Ash 471 Green Ash 472 Green Ash 473 Green Ash 474 Green Ash 475 Green Ash476 Green Ash 477 Green Ash 478 American Elm 479 Green Ash 480 American Elm 481 Green Ash 482 American Elm 483 American Basswood 484 Cottonwood 485 Green Ash 486 American Basswood 487 American Basswood488 American Basswood 489 Green Ash 490 American Basswood 491 American Basswood 492 American Basswood 493 Green Ash 494 Green Ash 495 American Basswood 496 Green Ash 497 American Basswood 498 Green Ash499 Green Ash 500 American Basswood 501 American Basswood 502 Green Ash 503 American Basswood 504 Bitternut Hickory 505 Green Ash 506 Green Ash 507 Black Cherry 508 Green Ash 509 Green Ash 510 Green Ash 511 Green Ash 512 Green Ash 513 American Basswood 514 American Basswood 515 American Basswood 516 Sugar Maple 517 American Basswood 518 Sugar Maple 519 American Basswood 520 American Basswood 521 Northern Red Oak 522 Black Cherry 523 Sugar Maple 524 Sugar Maple 525 American Basswood 526 Green Ash 527 American Basswood 528 Green Ash 529 Sugar Maple 530 Northern Red Oak 531 Green Ash 532 Green Ash 533 Green Ash 534 Green Ash 535 Green Ash 536 American Elm 537 Green Ash 538 Green Ash 539 American Basswood 540 American Basswood 541 American Basswood 542 Green Ash 543 American Basswood 544 Northern Red Oak 545 American Basswood 546 American Basswood 547 Northern Red Oak 548 Green Ash 549 American Basswood 550 Green Ash 551 American Basswood 552 American Basswood 553 American Basswood 554 American Basswood 555 American Basswood 556 American Basswood 557 American Basswood 558 Green Ash 559 American Basswood 560 Northern Red Oak 561 Green Ash 562 Green Ash 563 Green Ash 564 American Elm 565 American Basswood 566 American Basswood 567 American Basswood 568 Green Ash 569 American Basswood 570 American Basswood 571 Green Ash 572 American Basswood 573 American Basswood 574 Green Ash 575 Green Ash 576 Green Ash 577 Green Ash 578 Green Ash 579 Green Ash 580 American Basswood581 American Basswood 582 Green Ash 583 Green Ash 584 Green Ash 585 Green Ash 586 Green Ash 587 American Basswood 588 American Elm 589 Green Ash 590 Green Ash 591 Green Ash 592 American Basswood 593 Sugar Maple 594 Green Ash 595 American Basswood 596 Northern Red Oak 597 American Basswood 598 American Basswood 599 American Basswood 600 American Basswood 601 American Basswood 602 Green Ash 603 American Basswood 604 Green Ash 605 Sugar Maple 606 Northern Red Oak 607 American Basswood 608 Northern Red Oak 609 Northern Red Oak 610 Green Ash 611 American Elm 612 Green Ash 613 Green Ash 614 American Basswood 615 Green Ash 616 Bitternut Hickory 617 American Basswood 618 American Basswood 619 Sugar Maple 620 Bitternut Hickory 621 Green Ash 622 American Elm 623 Green Ash 624 Green Ash 625 Green Ash 626 American Basswood 627 Green Ash 628 Green Ash 629 Green Ash 630 Green Ash 631 Green Ash 632 Green Ash 633 Green Ash 634 Green Ash 635 American Basswood 636 Green Ash 637 Green Ash 638 Green Ash 639 Sugar Maple 640 American Basswood 641 American Elm 642 Black Cherry 643 Green Ash 644 Sugar Maple 645 American Basswood 646 Green Ash 647 American Basswood 648 Green Ash649 Green Ash 650 Green Ash 651 American Basswood 652 Green Ash 653 American Basswood 654 American Basswood 655 Green Ash 656 Green Ash 657 Sugar Maple 658 Sugar Maple 659 Green Ash 660 American Basswood 661 American Basswood 662 American Basswood 663 American Basswood 664 Sugar Maple 665 Sugar Maple 666 Black Cherry 667 Green Ash 668 Sugar Maple 669 Green Ash 670 Green Ash 671 American Elm 672 Sugar Maple 673 Sugar Maple 674 Green Ash 675 Green Ash 676 Green Ash677 Green Ash 678 Green Ash 679 Green Ash 680 Green Ash 681 Green Ash 682 American Basswood 683 Green Ash 684 Boxelder 685 American Basswood 686 American Basswood 687 Green Ash 688 Green Ash 689 American Elm 690 Cottonwood 691 Cottonwood 692 Cottonwood 693 American Elm 694 American Elm 695 Green Ash 696 Green Ash 697 American Basswood 698 American Basswood 699 Green Ash 700 American Basswood 701 Green Ash 702 American Basswood 703 Sugar Maple 704 Sugar Maple 705 American Elm 706 Northern Red Oak 707 Green Ash 708 Sugar Maple 709 Green Ash 710 American Basswood 711 American Basswood 712 American Basswood 713 American Elm 714 Sugar Maple 715 Green Ash 716 American Basswood 717 American Basswood 718 Sugar Maple 719 Green Ash 720 Sugar Maple 721 Sugar Maple 722 Sugar Maple 723 American Basswood 724 Sugar Maple 725 Sugar Maple 726 Sugar Maple 727 Sugar Maple 728 Sugar Maple 729 American Basswood 730 Sugar Maple 731 Green Ash 732 Green Ash 733 American Basswood 734 Sugar Maple 735 American Basswood 736 Sugar Maple 737 Green Ash 738 Green Ash 739 American Basswood 740 Green Ash 741 Green Ash 742 American Basswood 743 Green Ash 744 American Basswood 745 Green Ash 746 Sugar Maple 747 Green Ash 748 Green Ash 749 American Basswood 750 Green Ash Green Ash 754 Green Ash 755 Green Ash 756 Green Ash Sugar Maple 758 Green Ash 759 Sugar Maple 760 Sugar Maple 761 Boxelder 762 American Basswood 763 Northern Red Oak American Elm 771 American Basswood 772 American Basswood 773 Green Ash 774 American Basswood 775 Sugar Maple 776 American Basswood 777 Sugar Maple Green Ash 779 Green Ash 780 Sugar Maple 781 Green Ash 782 Green Ash 783 Sugar Maple 784 Sugar Maple 785 Sugar Maple Sugar Maple 787 Sugar Maple Green Ash American Basswood American Basswood American Basswood 808 Green Ash 1069 Green Ash 1070 Green Ash 1071 Green Ash 1072 Green Ash 1073 Green Ash 1074 Green Ash 1075 Green Ash 1076 Green Ash 1077 Green Ash 1078 Green Ash 1079 Green Ash 1080 Green Ash 1081 Green Ash 1082 Green Ash 1083 Green Ash 1084 Green Ash 1085 Green Ash 1086 Green Ash 1087 Green Ash 1088 Bitternut Hickory 1089 American Elm 1090 Silver Maple 46 5 . 2 1 N8 9 ° 2 5 ' 0 2 " W EXISTING DELINEATED WETLAND EXISTING DELINEATED WETLAND EXISTING FENCE EXISTING PROPERTY LINE SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 3 7 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H , 1 9 3 8 0 7 6 6 3 W e t l a n d s , 1 9 3 8 0 7 6 6 3 _ V 1 0 2 TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 N L-103 NO R T H H A L F 43 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 4 0 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 L-103 TR E E T A B L E I D 1 T O 3 0 0 44 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 4 0 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 L-104 TR E E T A B L E I D 3 0 1 T O 6 0 0 45 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 4 0 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 L-105 TR E E T A B L E I D 6 0 1 T O 9 0 0 46 SHEET NUMBER SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . CHECKED Pl o t D a t e : 0 5 / 1 3 / 2 0 2 6 - 4 : 4 0 p m Dr a w i n g n a m e : U : \ 1 9 3 8 0 7 6 6 3 \ C A D \ 3 p l a n s h e e t s \ T R E E P R E S E R V A T I O N F I G U R E . d w g Xr e f s : , 1 9 3 8 0 7 6 6 3 B O R D E R , 1 9 3 8 0 7 6 2 7 _ X S X T , 1 9 3 8 0 7 6 6 3 T r e e S h o t s , 2 2 7 7 0 5 0 3 3 - X S N O , 1 9 3 8 0 7 6 2 7 _ X S X V _ C O M P , 2 2 7 7 0 5 0 3 3 - E X H TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . CI T Y O F C O R C O R A N , M I N N E S O T A TR E E S U R V E Y O F C I V I C C A M P U S 193807663 On e C a r l s o n P a r k w a y N , S u i t e 1 0 0 Pl y m o u t h , M N 5 5 4 4 7 ww w . s t a n t e c . c o m DA T E NO RE V I S I O N XXX JJE XXX XXX XXX DA N B O Y U M 05 / 1 5 / 2 0 2 6 34 5 6 1 L-106 TR E E T A B L E I D 9 0 1 T O 1 0 9 0 47 STAFF REPORT Agenda Item: 10.a Council Meeting: August 13, 2026 Prepared By: Jay Tobin, City Administrator Topic: Public Hearing - Civic Campus Bonding Action Required: Summary Background Minnesota Statutes Section 475.521 authorizes cities to finance certain municipal facilities through Capital Improvement Plan (CIP) bonds following adoption of a five-year Capital Improvement Plan and a public hearing. The proposed 2026–2030 CIP identifies the construction of a new Civic Campus, including City Hall and a Public Safety Facility, as the capital improvement to be financed under the Plan. The City's evaluation of its municipal facilities has occurred over multiple planning efforts, including the 2018 Wold facility study and the 2025 BKV Group Facility Needs Assessment. Those studies concluded that the existing facility is undersized for current and future operations, requires significant building system improvements, and cannot be reasonably expanded on the existing site. The proposed Civic Campus is intended to address the long-term operational needs of City Hall and the Police Department. Discussion The proposed CIP authorizes a not-to-exceed principal amount of $40 million in General Obligation Capital Improvement Plan Bonds. Approval of the CIP does not require issuance of the full amount of bonds or establish the project's final cost. The authorization establishes the maximum financing available under the five-year Capital Improvement Plan. The City may issue bonds in one or more series or delay issuance during the life of the Plan, provided the total principal amount does not exceed the authorized maximum. The CIP concludes that the proposed financing remains within both Minnesota's statutory municipal debt limit and the annual Capital Improvement Plan debt service limitation. Debt service would be paid from property taxes. If the Council adopts the resolution following the public hearing, Minnesota law provides a 30-day reverse referendum period during which a petition signed by at least five percent of the voters participating in the last municipal general election may require voter approval before bonds may be issued. Financial/Budget Adoption of the Capital Improvement Plan and Resolution No. 2026-58 does not authorize the issuance of bonds or create an immediate financial obligation. The resolution provides preliminary approval for a not-to-exceed principal amount of $40 million in Capital Improvement Plan bonds, establishing the 48 maximum financing authority under the 2026–2030 Capital Improvement Plan. The actual amount and timing of any bond issuance will be determined following completion of design, refinement of project costs, consideration of utility participation and available federal funding, and compliance with all statutory requirements, including the reverse referendum process. Options 1. Conduct the public hearing, receive public testimony, and adopt Resolution No. 2026-58 approving the 2026–2030 Capital Improvement Plan and providing preliminary approval for the issuance of General Obligation Capital Improvement Plan Bonds in a not-to-exceed principal amount of $40,000,000. 2. Conduct the public hearing and direct staff to return with additional information or revisions prior to Council consideration of the Capital Improvement Plan and Resolution. 3. Conduct the public hearing and take no further action. Recommendation Staff recommends that City Council conduct the public hearing and adopt Resolution No. 2026-58 approving the 2026–2030 Capital Improvement Plan and providing preliminary approval for the issuance of up to $40,000,000 of General Obligation Capital Improvement Plan Bonds. Council Action Staff recommends that City Council conduct the public hearing and adopt Resolution No. 2026-58 approving the 2026–2030 Capital Improvement Plan and providing preliminary approval for the issuance of up to $40,000,000 of General Obligation Capital Improvement Plan Bonds. Attachments 1. Corcoran CIP Slide Deck for Aug 13 2026 Meeting.pdf 2. Corcoran CIP 2026 CIP PLAN.pdf 3. Resolution 2026-60 Finding No Relationship to Comp Plan .pdf 4. Resolution 2026 Approving CIP revised 5. Corcoran_Civic_Campus_Key_Decision_Timeline_1994_2026.pdf 49 STAFF REPORT Agenda Item: 7.a Council Meeting: August 18, 2026 Prepared By: Dwight Klingbeil, Planner Topic: Planning Project Update Action Required: Council Action Attachments 1. 2026-08-18 Planning Project Update.pdf 50 Page 1 of 2 MEMO Meeting Date: August 18, 2026 To: Planning Commission From: Dwight Klingbeil Re: Planning Project Update Projects/comments in blue italics are new. The following is a status summary of active planning projects: 1. Springs at Corcoran Preliminary Plat, Preliminary PUD, Rezoning (PID 12-119- 23-13-0007) (City File 26-001). Continental 928 Fund, LLC. Request approval of a preliminary plat, preliminary Planned Unit Development (PUD), and rezoning to allow the construction of 294 market-rate rental units at 19330 County Road 30. The site is currently zoned General Mixed-Use. The applicant requests the site be rezoned to Planned Unit Development (PUD), with an underlying zoning district of GMU. The public hearing for this item was tabled to the July 7, 2026, Planning Commission meeting. However, additional information is being prepared by the applicant to address transportation and stormwater items. The Commission voted to table the public hearing to the September 3, 2026, meeting. 2. Weinand Woods 2nd Addition (PID 36-119-23-32-0011) (City File 26-009). Kevin and Mary Weinand requests approval of a preliminary plat to adjust the shared boundary line between the property as 22939 County Road 30, and Outlot B of Weinand Woods Addition. This application incomplete for City review and is not currently scheduled for any upcoming meetings. 3. Lost Loon Site Plan and Variance (PID 07-119-23-14-0003) (City File 26-011). Lost Loon LLC requests approval of a site plan and variance to allow the development of an indoor cannabis cultivation facility at 20120 Auger Avenue. This application was reviewed by the City Council during the July 23, 2026, regular session. After some discussion, the Council approved the variance and site plan resolution with the 51 Page 2 of 2 condition that the impervious surface coverage in the shoreland overlay district does not exceed 27.8%. 4. 3019 Addition Preliminary Plat, Rezoning, Comprehensive Plan Amendment (PID 07-119-23-14-0003) (City File 26-014). Craig Scherber & Associates Inc. request approval of a preliminary plat, a comprehensive plan amendment, and a rezoning to allow the development of the “3019 Addition”, which would consist of 7 rural commercial lots at PID 07-119-23-14- 0003. This application is complete for City review and is scheduled for the September 3, 2026, Planning Commission meeting. 5. Chastek Hemple Plat (PID 25-119-23-12-0002) (City File 26-015). Emerald Rose, LLC request approval of a final plat for the development of the first phase of Chastek Hemple, which consists of 50 single-family homes on the east side of the site. This application is being reviewed for completeness and is not currently scheduled for any upcoming meetings. 6. Shamrock Golf Course Site Plan and Conditional Use Permit Amendment (PID 25-119-23-31-0001) (City File 26-016). Shamrock Golf Course requests approval of an amendment to their site plan and Conditional Use Permit to allow the construction of a new 6,720 square-foot building consisting of 12 covered driving range hitting bays and an indoor lounge area. This application is complete for City review and is scheduled for the August 18, 2026, Planning Commission meeting. 7. SHH Development Concept Plan (PID 35-119-23-43-0002) (City File 26-017). Kevin Henn and Dmitriy Sechko request Council feedback for a conceptual 16-lot subdivision plan at 20240 Hackamore Road and 6330 Snyder Road. This application is complete for City review and is scheduled for the August 27, 2026, City Council meeting. 8. Arens Hills OS&P Final Plat (PID 31-119-23-13-0005) (City File 26-018). Robb and Seth Norling request final plat approval of the first phase of the Arens Hills Open Space & Preservation Plat, which would consist of four single-family lots and two outlots at 6700 Pioneer Trail. This application is not complete for City review and is not currently scheduled for any upcoming City meetings. 9. Freeland Garage CUP (PID 16-119-23-24-0002) (City File 26-019). Jason Freeland plans to relocate the residential structure at 22005 County Road 10, which will place the existing accessory structure in the front yard. He requests approval of a Conditional Use Permit to allow the existing structure to have sidewalls exceeding the 10-foot height limit in the front yard. This application is complete for City review and is scheduled for the September 3, 2026, City Council meeting. 10. Bendickson Garage CUP (PID 19-119-23-21-0011) (City File 26-020). JPC Custom Homes plans to construct a new residential structure at 23525 Strehler Road, which will place the existing accessory structures in the front yard. The applicant requests approval of a Conditional Use Permit to allow the existing structure to have sidewalls exceeding the 10-foot height limit in the front yard. This application is complete for City review and is scheduled for the September 3, 2026, City Council meeting. 52 STAFF REPORT Agenda Item: 8.a Council Meeting: August 18, 2026 Prepared By: Dwight Klingbeil, Planner Topic: Commissioner Liaison Calendar Action Required: Council Action Attachments 1. Commissioner Liaison Calendar.pdf 53 Suggested City Council Meetings: 8/13/2026 8/27/2026 9/10/2026 9/24/2026 10/8/2026 10/22/2026 Hargreaves Kozicky Scherber Zachman Brummond Hargreaves ` Commissioner Liaison Calendar 54