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04-13-2026 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Training Room on the main level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. Public comment is not allowed at the work session. A.1 Sketch Plan Review for commercial development at the northeast corner of Lyman Boulevard and Powers Boulevard A.2 Discuss Chanhassen Community Center Bid Package #1 A.3 Ordinance XXX: Amending Chapters 1 and 20, Updating Sign Definitions and Regulations A.4 Minnetonka HS Vantage Student Presentation (approximately 6:30 p.m.) A.5 City Council Roundtable A.6 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. D.1 Approve City Council Meeting Minutes dated March 23, 2026 D.2 Approve City Council Work Session Meeting Minutes dated March 23, 2026 AGENDA CHANHASSEN CITY COUNCIL MONDAY, APRIL 13, 2026 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.3 Receive Park and Recreation Commission Minutes dated February 24, 2026 D.4 Receive Planning Commission Minutes dated March 17, 2026 D.5 Receive Commission on Aging Minutes dated February 20, 2026 D.6 Approve Claims Paid dated April 13, 2026 D.7 Arbor Day Proclamation D.8 Approve Site Plan for an Addition to Minnetonka Middle School West D.9 Approve The Civic Campus Outdoor Site Furnishing Quote with Landscape Forms, Inc in the amount of $103,908.62 D.10 Approve Construction Services Scope Amendment to the Professional Services Agreement with Short Elliot Hendrickson Inc (SEH) for the Lake Ann Park Preserve project D.11 Approve a Massage Therapy Business License for a new owner of Hand and Stone Massage and Facial Spa located at 858 West 78th Street D.12 Resolution 2026-XX: Call for the Assessment Hearing for the 2026 City Pavement Rehabilitation Project No. 26-01 D.13 Resolution 2026-XX: Authorize a contract for Geotechnical Services for the 2027 Street Rehabilitation Projects. D.14 Resolution 2026-XX: Grant agreement with MCES for municipal Infiltration/Inflow D.15 Resolution 2026:XX: Approve Year-End Transfers D.16 Resolution 2026-XX: Approve Interfund Loans for the Fiscal Year 2025 D.17 Resolution 2026-XX: Authorize Submission for Carver County Community Development Agency Community Growth Partnership Initiative (CGPI) Technology Assistance Grant Application D.18 Ordinance XXX: Amending Chapters 1 and 20, Updating Sign Definitions and Regulations E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). E.1 Minnetonka HS Vantage Student Presentation F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE G.PUBLIC HEARINGS G.1 Market Boulevard Improvement Project: Assessment Hearing / Award Construction Contract / No Parking Resolution 2 H.GENERAL BUSINESS H.1 Award Chanhassen Community Center Bid Package #1 I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS J.1 2025 Community Development Department Annual Report and 2026 Work Plan J.2 2025 Park and Recreation Department Annual Report K.CORRESPONDENCE DISCUSSION L.CLOSED SESSION L.1 City Manager Annual Performance Review M.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an 3 individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 4 City Council Item April 13, 2026 Item Sketch Plan Review for commercial development at the northeast corner of Lyman Boulevard and Powers Boulevard File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Rachel Arsenault, Associate Planner Reviewed By Eric Maass SUGGESTED ACTION No formal action, general feedback only. Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Northland Real Estate Group is proposing a commercial development at the northeast corner of Powers Boulevard and Lyman Boulevard. The sketch plan proposes two buildings, one with a drive-through use. Access to the property is proposed on both frontages; these are county roads requiring discussion and approval from Carver County. BACKGROUND These two lots are currently residential single-family homes in the Hillside Oaks plat, platted in 1984. These homes use a shared driveway access onto Lyman Boulevard. Northland Real Estate currently has active purchase contracts with both properties in discussion. 5 The properties in question are designated as "Residential Low Density" in the 2040 Future Land Use map. Redevelopment to a commercial use would require the city approve Comprehensive Plan Amendment to the "Commercial" land use designation as well as rezoning to an eligible commercial zoning district. If a Comprehensive Plan Amendment was approved, possible zoning districts would include: Highway Business, Neighborhood Business, Community Commercial, General Business, and Fringe Business. DISCUSSION BUDGET RECOMMENDATION No formal recommendation; general discussion only. ATTACHMENTS Sketch Plan Proposed Development Email sent 04-08-26 6 7 Subjects Recipients Senders Last 30 days Subject Recipients Advanced Sent By Sent ↓ Proposed Development Projects Subscribers of Chanhassen Proposed De... Amy Weidman 04/08/2026 01:26 PM CDT Agenda for Planning Commission on Tuesday, April 21, 2026 at 6:00 PM CDT has been posted Subscribers of Planning Commission Ag... Granicus Integrations User 04/08/2026 11:26 AM CDT April Showers Chan with 55+ Programs! Subscribers of Commission on Aging or... Mary Blazanin 04/06/2026 06:30 AM CDT 2025 City Pavement Rehab Project Update Subscribers of 2025 City Pavement Pro... Stacy Osen 04/03/2026 09:15 AM CDT Agenda for Planning Commission on Tuesday, April 7, 2026 at 6:00 PM CDT has been posted Subscribers of Planning Commission Ag... Granicus Integrations User 04/02/2026 09:00 AM CDT Agenda for City Council on Monday, April 13, 2026 at 7:00 PM CDT has been posted Subscribers of City Council Granicus Integrations User 04/01/2026 03:49 PM CDT Agenda for Environmental Commission on Wednesday, April 8, 2026 at 6:00 PM CDT has been posted Subscribers of Environmental Commission Granicus Integrations User 04/01/2026 03:26 PM CDT Spring Trips, Classes, and Celebrations! Subscribers of Commission on Aging or... Mary Blazanin 03/30/2026 03:00 PM CDT Proposed Development Projects Subscribers of Chanhassen Proposed De... Amy Weidman 03/26/2026 02:00 PM CDT Agenda for Planning Commission on Tuesday, April 7, 2026 at 6:00 PM CDT has been posted Subscribers of Planning Commission Ag... Granicus Integrations User 03/25/2026 03:00 PM CDT Agenda for Park & Recreation Commission on Tuesday, March 24, 2026 at 6:00 PM CDT has been posted Subscribers of Park & Recreation ... Granicus Integrations User 03/19/2026 09:43 AM CDT S E A R C H  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T  C O P Y B U L L E T I N  V I E W R E P O R T We only use cookies that are necessary for this site to function, and to provide you with the best experience. Learn more in our Cookie Statement.   Proposed Development Projects From:"City of Chanhassen, Minnesota" <MNChanhassen@public.govdelivery.com> Subject:Proposed Development Projects April 8, 2026 Proposed Development Projects Stay informed about upcoming meetings and discover the latest updates on development projects happening across Chanhassen. Brew Pubs Permitted Use Amendment During the April 21 meeting, the Planning Commission will consider a request for a zoning ordinance amendment. The meeting includes a public hearing. The proposed ordinance amends Chapter 20 of the City Code to add brew pubs as a permitted use in the Industrial Office Park (IOP) zoning district. City Council is scheduled to consider the zoning ordinance amendment request for final approval during their May 11 meeting. Potential Commercial Development During the April 13 City Council Work Session, the City Council will discuss a potential commercial development at the northeast corner of Powers Boulevard and Lyman Boulevard. The two properties being discussed are currently used as residential homes and a development would require a Comprehensive Plan amendment to allow for the properties to be changed from a residential use to a commercial use. The April 13 work session is a preliminary discussion only. No formal application has been submitted at this time. Click here to view the sketch plan. Planning Projects Information Meeting Agendas Stay Connected with Chanhassen, MN: SUBSCRIBER SERVICES: Manage Subscriptions | Unsubscribe | Help 8 City Council Item April 13, 2026 Item Discuss Chanhassen Community Center Bid Package #1 File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY Representatives from RJM Construction, the city's construction manager for the project, will join the City Council to provide an overview of Bid Package #1. See General Business item for additional information. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 9 ATTACHMENTS 10 City Council Item April 13, 2026 Item Ordinance XXX: Amending Chapters 1 and 20, Updating Sign Definitions and Regulations File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Eric Maass, Community Development Director Reviewed By SUGGESTED ACTION No formal action; discussion only during the work session. Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Staff will use this work session discussion as an opportunity to present updates of the sign code following modifications as a result of two planning commission meetings, both of which included public hearings. 1. Expanded ability to use awning and projecting signs to all commercial zoning districts, not just the downtown central business district. 2. Added definition for "window covering." 3. Refined regulations for "window signs". The initial draft ordinance presented to the Planning Commission proposed limiting window signs to a total of 6 square feet. The ordinance, as recommended by the Planning Commission, would allow up to 50% of a business's windows to display window signs, and the window signs would be limited to 50% of the window area in which the sign is located. 11 4. The City Council requested feedback from the Planning Commission regarding lawful nonconforming signs and future replacement rights. A majority of the Planning Commission supported maintaining the current sign code language, which requires nonconforming signs to come into compliance with the city code in effect when that sign is completely replaced. BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Sign Code Ordinance Public Comment Summary Ordinance Amendment 12 Page 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA, ORDAINS: SECTION 1: AMENDMENT to Chanhassen City Code, Chapter 1, Definitions and Chapter 20, Zoning of the Chanhassen City Code Related to sign ordinance. A M E N D M E N T Sec 1-2 Rules Of Construction And Definitions In the construction of this Code and of all ordinances, the rules and definitions set out in this section shall be observed unless such construction would be inconsistent with the manifest intent of the city council. The rules of construction and definitions set out herein, shall not be applied to any section of this Code which shall contain any express provision excluding such construction or where the subject matter of the context of such section may be repugnant thereto. Numbers in parentheses following a definition represent specific chapters of the Code in which a definition applies. General. Words and phrases defined in this section have, when used in this chapter, the meanings given below. Any other word or phrase used in this chapter, and defined in regulations of the Minnesota Pollution Control Agency Noise Pollution Control Rules Chapter 7030, has the meaning given in those regulations. Generally. All general provisions, terms, phrases and expressions contained in this Code shall be liberally construed in order that the true intent and meaning of the city council may be fully carried out. In the interpretation and application of any provision of this Code, they shall be held to be the minimum requirements adopted for the promotion of the public health, safety, comfort, convenience and general welfare. Where any provision of the Code imposes greater restrictions upon the subject matter than the general provision imposed by the Code, the provision imposing the greater restriction or regulation shall be deemed to be controlling. Abandoned vehicle means a vehicle, as defined below, that has remained for a period of more than 48 hours on public property illegally or lacking vital component parts, or does not have a current license, or has remained for a period of more than 48 hours on private property without consent of the person in control of such property or in an inoperable condition such that it has no substantial potential further use consistent with its usual functions unless it is kept in an enclosed garage or storage building. "Abandoned vehicle" also means a motor vehicle voluntarily surrendered by its owner to the city. A classic car or pioneer car, as defined in M.S. § 168.10, shall not be considered an abandoned vehicle. Vehicles on the premises of junkyards and automobile graveyards, which are defined, maintained and licensed in accordance with M.S. § 161.242, or which are licensed and maintained in accordance with local laws and 13 Page 2 Sign means any object, device, display or structure, or part thereof situated outdoors, or visible through a window or door, which is used to advertise, announce, identify, display, direct or attract attention to an object, person, institution, organization, business, commodity, product, service, event or location, by means, including words, letters, figures, design, symbols, fixtures, pictures, illumination or projected images. (20) Sign, advertising means any sign which directs attention to a business, commodity, service, activity or entertainment not conducted, sold or offered upon the premises where such a sign is located. (20) Sign, awning means a sign located on a temporary hood or cover that projects from the wall of a building., and which can be retracted, folded or collapsed against the face of the supporting building. Awning may extend in any required yard setback a maximum of five feet (2.6 feet in the supplementary regulations). (20) 14 Page 3 Sign, banner means a sign which is made out of a paper, cloth or plastic-like consistency, affixed to a building, vehicle, poles or other supporting structures by all four corners. (20) Sign, bulletin board means a sign which identifies an institution or organization on the premises of which it is located and which contains the name of the institution or organization, the names of individuals connected with it, and general announcements, of events or activities occurring at the institution or similar messages. (20) Sign, business means a sign which directs attention a business or profession conducted, or to a commodity or service sold, offered or manufactured, or to an entertainment offered on the premises where the sign is located. Sign, business directory means a sign which identifies multiple tenants within a property of grouping of properties. the names of specific businesses located in a shopping center, medical center or commercial, industrial or office development project which is located on the premises or entrance of the center or development so identified. (20) 15 Page 4 16 Page 5 Sign, campaign means a temporary sign announcing, promoting or supporting political candidates or issues in connection with any national, state or local election. (20) Sign, canopy means any sign that is affixed to a projection or extension of a building or structure of a building, erected in such a manner as to provide a shelter or cover over the approach to any entrance of a store, building or place of assembly. Plastic or structural protective cover over a door entrance, window or outdoor service area. (20) 17 Page 6 Sign, changeable copy means a sign or portion thereof with characters, letters or illustrations that can be changed or rearranged without altering the face or the surface of the sign. (20) Sign, construction means a temporary sign erected on the premises on which construction is taking place, during the period of such construction, indicating the names of the architects, engineers, landscape architects, contractors or similar artisans, and the owners, financial supporters, sponsors, and similar individuals or firms having a role or interest with respect to the situation or project. (20) Sign, development identification means a permanent ground, low profile sign which identifies a specific residential, industrial, commercial or office development and which is located on the premises of the development which it identifies. (20) Sign, directional means a sign erected on private property for the purpose of directing pedestrian or vehicular traffic onto or about the property upon which such sign is located, including signs marking entrances and exits, circulation direction, parking areas and pickup and delivery areas. (20) 18 Page 7 Sign, display area means the area within a single continuous perimeter enclosing the extreme limits or the actual sign message surface, including any structural elements outside the limits of each sign forming an integral part of the sign. The stipulated maximum sign display area for a sign refers to a single facing. (20) 19 Page 8 Sign, electronic message center (EMC) means a sign or portion of a sign that displays electronic, nonpictorial text information in which each alpha-numeric character or symbol is defined by a small number of matrix elements using different combinations of light emitting diodes (LED's), fiber optics or other illumination devised within the display area. The characters for the copy or script shall be only that available on a standard word processing keyboard, and shall not include graphics, pictures or other items. Electronic changeable copy signs include computer programmable, microprocessor-controlled electronic displays and messages that are projected onto building or other objects. Motor fuel price signs are not considered to be EMC signs. (20) Sign, festive flag/banner means a flag or banner constructed of cloth, canvas or light fabric that is hung from a light pole. The flag/banner shall contain no advertising except for cultural events, special holidays/seasons, etc. (20) 20 Page 9 Sign, flag means any fabric banner used as a symbol of a government, political, subdivision or other identity/corporation. Corporation flags shall not exceed 12 square feet and may be flown in tandem with the state or national flag. The size of the state or national flag shall not exceed 100 square feet. (20) Sign, flashing means any directly or indirectly illuminated sign which exhibits changing natural or artificial light or color effects by any means whatsoever. (20) Sign, freestanding/pole/pylon means any nonmovable sign not affixed to a building but erected upon a pole, post or other similar support so that the bottom edge of the sign display area is eight feet or more above the ground elevation. (20) Sign, governmental means a sign erected and maintained pursuant to and in discharge of any governmental functions, or required by law, ordinance or other governmental regulation. (20) Sign, ground low profile business means a business sign affixed directly to the ground, which directs attention to a business, commodity, service or product offered on the premises. (20) Sign, holiday decoration means a temporary sign in the nature of decorations, clearly incidental to and customarily and commonly associated with any national, local or religious holiday. (20) Sign, home occupation means a sign containing only the name and occupation of a permitted home occupation not to exceed two square feet. This is also a nameplate sign. (20) Sign, illuminated means a sign lighted by or exposed to artificial lighting, either by lights on or in the sign or directed towards the sign. (20) Sign, informational means a sign containing descriptions of major points of interest, government institutions or other public services such as hospitals, sports facilities, etc. (20) Sign, institutional means a sign that is owned by a government entity or school. which identifies the name and other characteristics of a public or private institution of the site where the sign is located. (20) 21 Page 10 Sign, integral means a sign constructed as to be an integral portion of the building of which it forms a part. (20) Sign, integral roof means any sign erected or constructed as an integral or essentially integral part of a normal roof structure of any design, such that no part of the sign extends vertically above the highest portion of the roof and such that no part of the sign is separated from the rest of the roof by a space of more than six inches. (20) 22 Page 11 Sign, marquee means a sign which is mounted, painted on, or attached to any projection or extension of a building that is designated in such a manner as to provide shelter or cover over the approach to any entrance of the building. (20) Sign, menu board Drive-through means a sign located adjacent to the drive-through lane that is used to advertise the product available at a fast-food restaurant. (20) Sign, motion means any sign or part of a sign which changes physical position by any movement or rotation of which gives the visual impression of such movement or rotation. (20) Sign, monument means a sign directly affixed to the ground. Sign, nameplate means a sign, located on the premises which bears the name and/or address of the occupant of the building or premises. (20) Sign, nonconforming means a sign that does not conform to the requirements of chapter 20 of this Code. (20) Sign, off-premises means an advertising sign which directs attention to a use, product, commodity or services not related to the premises on which it is located. (20) Sign, on-premises means a sign which directs attention to a business, commodity, product, use, service or other activity which is sold, offered or conducted on the premises upon which the sign is located. (20) Sign, pickup means a sign not attached to a building that designates a specific area of a parking lot for the pickup and loading of goods purchased in advance. Sign, portable means a sign designed so as to be movable from one location to another, and that is not permanently affixed to a building, structure, or the ground including, but not limited to, signs designed to be transported by means of wheels, sign converted to A-Frames, menu and sandwich board signs, and signs attached to or painted on vehicles parked and visible from 23 Page 12 the public right-of-way unless said vehicle is used in the normal day-to-day operations. (20) Sign, Portable A-Frame means a sign not affixed to a structure or ground, self-standing, constructed of two panels hinged at the top. Sign, Public/Community means a sign on a property owned or leased by a governmental unit and operated by a governmental unit. Sign, private sale or event means a temporary sign advertising private sales or personal property such as a house sale, garage sale and the like or private nonprofit events such as picnic, carnival, bazaar, game night, art fair or craft show. (20) Sign, projecting means a sign that is wholly or partly dependent upon a building for support and which projects more than 12 inches from such building. (20) Sign, real estate means a sign pertaining to the sale or lease of the premises, or a portion of the premises, on which the sign is located. (20) Sign, roof means a sign that is mounted on the roof of a building or which is wholly dependent upon a building for support and which projects above the roof line of a building with a flat roof, the eave line of a building with a gambrel, gable or hip roof or the deck line of a building with a mansard roof. (20) 24 Page 13 Sign, site signage means a sign located on the exterior of a structure or the grounds of a property, excluding the permitted wall/canopy signs for the building. Sign, temporary means a sign designed or intended to be displayed for a short period of time. This includes, but is not limited to, items such as banners, pennants, flags, beacons, sandwiches or balloons or other air- or gas-filled figures. (20) Sign, wall means a sign attached to or erected against the wall of a building or structure with the exposed face of the sign in a plane approximately parallel to the face of the wall., and which does not project more than 12 inches from such building or structure. Wall signs shall not include product advertising. Wall signs shall include tenant identification, tenant logo, center name, or any combination of the three. (20) Sign, window means sign, pictures, symbols, words or combination thereof, designed to communicate information about an activity, business, commodity, event, sale or service, measured to include only the extreme limits of the content, that is placed inside a window or upon the window panes or glass and is visible from the exterior of the window. (20) Signature, subscription. A signature or subscription includes a mark when the person cannot write, provided that the person's name is written near such mark and is witnessed by a person who writes his own name as witness. (1) Significant historic site means any archaeological site, standing structure, or other property that meets the criteria for eligibility to the National Register of Historic Places or is listed in the state register of historic sites, or is determined to be an unplatted cemetery that falls under the provisions of M.S. § 307.08. A historic site meets these criteria if it is presently listed on either 25 Page 14 register or if it is determined to meet the qualifications for listing after review by the Minnesota State Archaeologist or the Director of the Minnesota Historical Society. All unplatted cemeteries are automatically considered to be significant historic sites. (20) Significant tree means any healthy tree species measuring five inches or more DBH; (20) Single-family dwelling. See Dwelling, single-family. Single-user tower. See Tower, single-user. Site distance triangle means no sign or sign structure shall be closer to any lot line than a distance equal to one-half the minimum required yard setback. No sign shall be placed within any drainage or utility easement. Sign shall not block site distance triangle from any private drive or access. Signs shall not be located in any site distance triangle 30 feet from the point of intersection of the property line. (20) Site furnishings means any structure, other than buildings, visible from any public way, and any street hardware located in streets and public ways and outside of buildings. Site furnishings include, but are not limited to, signs, decorative paving treatments, fences, walls, railings, artwork, transformers, utility access boxes, lighting standards and arrays, and other visible site appurtenances. (20) Slope, steep. See Steep slope. Slow—No wake means operation of a watercraft at the slowest possible speed necessary to maintain steerage and in no case greater than five miles per hour. (6) Small brewer is a brewery that produces less than 20,000 barrels of malt liquor in a year. Wetland Conservation Act (or WCA) means the Wetland Conservation Act of 1991, as amended (M.S. § 103F.612 et seq.), and the accompanying rules of the Minnesota Board of Water and Soil Resources (Minnesota Rules Chapter 8420, as amended). (20) Wetland delineation means a boundary between jurisdictional wetland and nonwetland based on the 1987 Corps of Engineers Wetlands Delineation Manual. Acceptable wetland delineations shall be no more than three years old, unless accompanied by documentation demonstrating: (a) The delineation has been reviewed in the past three years by a person trained and experienced in the application of the 1987 Corps of Engineers Wetlands Delineation Manual; and (b) The delineation is still accurate or has been revised to reflect existing site conditions. Wetland delineation report means a report containing a brief site narrative, maps of the site and all pertinent data sheets that document the establishment of a wetland delineation. Wholesale nursery means an enterprise which conducts the wholesale of plants grown on-site as well as accessory items directly related to their care and maintenance (but not including power equipment such as gas or engine lawnmowers and farm implements). (20) 26 Page 15 Wholesale trade means an establishment or place of business engaged in selling merchandise to retailers; to industrial, commercial, institutional or professional business users, or to other wholesalers; or acting as agents or brokers and buying merchandise for, or selling merchandise to such individuals or companies. (20) Width, lot. See Lot width. Width, street. See Street width. Wild animal means any animal that is wild, ferocious or vicious by nature, habit, disposition or character. Animals in this category include, but are not limited to, any ape, [including chimpanzee, gibbon, gorilla, orangutan, or siamang], baboon, bear, bison, bobcat, cheetah, crocodile, coyote, deer, [including all members of the deer family such as elk, antelope and moose], elephant, fox, hippopotamus, hyena, jaguar, leopard, lion, lynx, monkey, puma, also known as cougar, mountain lion or panther, rhinoceros, any snake which is poisonous or any constrictor snake, snow leopard, tiger, wolf, or hybrid mix of any of the wild animals such as wolf/dog mixes. Wind energy conversion system or (WECS) means any device that is designed to convert wind power to another form of energy such as electricity or heat (also referred to by such common names as wind charger, wind turbine and windmill). (20) Window, covering, including but not limited to vinyl, cling, or mounted surfaces that covers all or a portion of the windowpane to block the view into a building. Window sign. See Sign, window. (Ord. No. 234, § 1, 2-27-95; Ord. No. 324, § 1, 7-9-01; Ord. No. 355, § 1, 11-8-03; Ord. No. 390, § 1, 3-14-05; Ord. No. 395, §§ 1, 2, 5-9-05; Ord. No. 405, § 1, 12-12-05; Ord. No. 413, § 1, 2-13-06; Ord. No. 427, §§ 1—3, 9-25-06; Ord. No. 440, § 1, 2-12-07; Ord. No. 448, §§ 1, 2, 5-14-07; Ord. No. 480, § 1, 6-22-09; Ord. No. 481, § 1, 8-10-09; Ord. No. 506, §§ 1, 2, 6-28-10; Ord. No. 512, § 1, 11-22-10; Ord. No. 574, § 1, 10-22-12; Ord. No. 595, §§ 1, 2, 5- 12-14; Ord. No. 611, § 1, 12-14-15; Ord. No. 619, § 1, 2-27-17; Ord. No. 621, § 1, 5-8-17; Ord. No. 628, § 1, 12-11-17; Ord. No. 632, § 1, 6-11-18; Ord. No. 636, § 1, 12-10-18; Ord. No. 661, § 1, 10-12-20; Ord. No. 662, § 1, 12-7-20) State law reference(s)—Interpretation of statutes generally, M.S. § 645.001 et seq. SECTION 2: AMENDMENT “Sec 20-1251 Purpose And Findings” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1251 Purpose And Findings (a) Purpose. The purpose of this sign ordinance is intended to establish an effective means of communication in the city, maintain and enhance the aesthetic environment and the 27 Page 16 city's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: (1) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; (2) Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; (3) Ensure that signs do not create safety hazards; (4) Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; (5) Preserve and protect property values; (6) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; (7) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. (b) It is not the purpose or intent of this of this sign ordinance to regulate the message displayed on any sign; nor is it the purpose or intent of this ordinance to regulate any building design or any display not defined as a sign, or any sign that cannot be viewed from outside a building. (c) Signs containing noncommercial speech are permitted anywhere that advertising or business signs are permitted, subject to the same regulations applicable to such signs. (d) Findings. The city finds it is necessary for the promotion and preservation of the public health, safety, welfare and aesthetics of the community that the construction, location, size and maintenance of signs be controlled. Further the city finds: (1) Permanent and temporary signs have a direct impact on, and a relationship to, the image of the community; (2) The manner of installation, location and maintenance of signs affects the public health, safety, welfare and aesthetics of the community; (3) An opportunity for a viable identification of community business and institutions must be established; (4) The safety of motorists, cyclists, pedestrians and other users of public streets and property is affected by the number, size, location and appearance of signs that unduly divert the attention of drivers; (5) Installation of signs suspended from, projecting over, or placed on the tops of buildings, walks or other structures may constitute a hazard during periods of high winds and an obstacle to effective firefighting and other emergency service; (6) Uncontrolled and unlimited signs adversely impact the image and aesthetic attractiveness of the community and, thereby, undermine economic value and growth; 28 Page 17 (7) Uncontrolled and unlimited signs, particularly temporary signs, which are commonly located within or adjacent to public right-of-way, or are located at driveway/street intersections, result in roadside clutter and obstruction of views of oncoming traffic. This creates a hazard to drivers and pedestrians and also adversely impacts a logical flow of information. (e) Severability. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held to be invalid, such decision shall not affect the validity of the remaining portions of this Ordinance. The city council hereby declares that it would have adopted this Ordinance in each section, subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, or phrases be declared invalid. (Ord. No. 231, § 1, 1-9-95) SECTION 3: AMENDMENT “Sec 20-1253 Variances” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1253 Variances The city council, upon the recommendation of the planning commission, may grant a variance from the requirements of this article where it is shown that by reason of topography or other conditions, strict compliance with the requirements of this article would cause a practical difficulty hardship; provided that a variance may be granted only if the variance does not adversely affect the spirit or intent of this article. Written application for a variance shall be filed with the planning department and shall be supplemented with reproducible copies of the proposed sign. The application shall be processed in conformance with the public hearing requirements dictated for variances in section 20-29. No variance shall be granted by the city council unless it has received the affirmative vote of at least simple majority of the full city council. (Ord. No. 231, § 1, 1-9-95) SECTION 4: AMENDMENT “Sec 20-1254 Permit Generally” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1254 Permit Generally (a) Except as provided in section 20-1255, no sign or sign structure shall be erected, constructed, altered, rebuilt or relocated until a permit has first been issued by the city. (b) The following information for a sign permit shall be supplied by an applicant if requested by the city: (1) Name, address and telephone number of person making application. 29 Page 18 (2) A site plan to scale showing the location of lot lines, building structures, parking areas, existing and proposed signs and any other physical features. (3) Plans, location, specifications, materials, method of construction and attachment to the buildings or placement method in the ground. (4) Copy of stress sheets and calculations. (5) Written consent of the owner or lessee of any site on which the sign is to be erected. (6) Any electrical permit required and issued for the sign. (7) Such other information as the city shall require to show full compliance with this chapter and all other laws and ordinances of the city. Information may include such items as color and material samples. (8) Receipt of sign permit fee as established by the city's annual fee schedule. (9) The planning director, upon the filing of any application for a permit, shall examine such plans, specifications and other data. If the proposed sign complies with this article and other applicable ordinances, the city shall issue a sign permit unless city council approval is required. If city council approval is required, the matter shall be promptly referred to the council for action. Any sign permit application that fails to meet the requirements of this article shall be denied by the city. (Ord. No. 231, § 1, 1-9-95) SECTION 5: AMENDMENT “Sec 20-1255 Signs Allowed Without Permit” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1255 Signs Allowed Without Permit The following signs are allowed without a permit: (a) Political campaign signs. Temporary political campaign signs are permitted according to the following: (1) The sign must contain the name of the person responsible for such sign, and that person shall be responsible for its removal. (2) Signs are not permitted in the public right-of-way, or within the sight triangle. (3) Shall comply with the Fair Campaign Practices Act contained in M.S. § 211B.045. (4) The city shall have the right to remove and destroy signs not conforming to this subsection. (5) Permitted from 46 days before the state primary in a state general election year until ten days following the state general election and 13 weeks prior to any special election until ten days following the special election. (6) No such sign shall be located within 100 feet of any polling site. (7) Sign shall be located on private property with permission of the property owner. 30 Page 19 (b) Directional signs. (1) On-premises signs shall not be larger than four square feet. The maximum height of the sign shall not exceed five feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. (2) Permanent off-premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. Temporary off-premises signs are prohibited, unless otherwise specified in this chapter. (3) On-premises signs for industrially zoned land in excess of 40 acres shall not exceed 12 square feet. The maximum height of the sign shall not exceed five feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties or the general appearance of the site from public right-of-way. No more than four signs shall be allowed per site. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. (c) Community signs or displays which contain or depict a message pertaining to a religious, national, state or local holiday or event and no other matter, and which are displayed for a period not to exceed 40 days in any calendar year. (d) Motor fuel price signs are permitted on the premises of any automobile service station or convenience store selling fuel, only if such signs are affixed to the fuel pumps or are made an integral part of a ground low profile or pylon business sign otherwise permitted in that zoning district. Motor fuel price signs affixed to a fuel pump shall not exceed four square feet in sign display area. When such signs are made an integral part of a freestanding business sign, the sign display area devoted to the price component shall not exceed 30 percent of the total sign display area of the sign. (e) Nameplate or integral signs not exceeding two square feet per building and does not include multi-tenant names. (f) Nonilluminated construction signs confined to the site of the construction, alteration or repair. Such a sign must be removed within one year from the date of issuance of the first building permit on the site, and may be extended until the project is completed. One sign shall be permitted for each street the project abuts. Commercial and industrial signs may not exceed 50 square feet in sign area, and residential construction signs may not exceed 24 square feet in sign area. Where a nonilluminated construction sign and a temporary development project advertising sign are proposed at the entrance to the project, such signage shall be combined on one sign with a maximum sign area of 64 square feet. (g) Signs of a public, noncommercial nature,Iinformational signs erected or required by a governmental entity or agency, including safety signs (O.S.H.A.), directional signs to public facilities, trespassing signs, traffic signs, signs indicating scenic or historical points of interest, memorial plaques and the like. Signs shall not exceed 16 square feet. (h) Rummage (garage) sale signs. Rummage sale signs shall be removed within two days 31 Page 20 after the end of the sale and shall not exceed four square feet. Rummage sale signs shall not be located in any public rights-of-way. The city shall have the right to remove and destroy signs not conforming to this subsection. The city may assess a fee in the amount established in chapter 4 of this Code for sign permits for each sign removed by the city. (i) Temporary development project advertising signs erected for the purpose of selling or promoting any nonresidential project, or any residential project of ten or more dwelling units, located in the City of Chanhassen, shall be permitted subject to the following regulations: (1) Not more than one nonilluminated sign per street frontage, provided that the total number of signs do not exceed two per project. (2) Such signs shall only be located along streets that provide primary access to the project site. (3) Such sign shall be setback at least ten feet from any property line for signs ten feet in height or less, plus one additional foot for each additional foot of sign height. Signs shall be firmly anchored to the ground. (4) No such sign shall be located closer than 100 feet from an existing residential dwelling unit, church, or school which is not a part of the project being so advertised. (5) Such signs shall not be located closer than 100 feet from any other sign located on the same side of the street. (6) Sign display area shall not exceed 64 square feet, and the height of such signs shall not exceed 15 feet. (7) Such signs shall be removed when the project being advertised is sold or leased, or after three years. The planning director may permit a sign for longer than three years if the project being advertised is not sold or leased. (8) Where a nonilluminated construction sign and a temporary development project advertising sign are proposed at the entrance to the project, such signage shall be combined on one sign with a maximum sign area of 64 square feet. (j) Temporary real estate signs which advertise the sale, rental or lease of real estate subject to the following conditions: (1) On-premises real estate signs advertising the sale, rental or lease of the premises upon which the sign is located. a. One nonilluminated sign is permitted per street frontage. b. Sign display area shall not exceed 16 square feet per sign on property containing less than ten acres in area, and 32 square feet per sign on property containing ten or more acres. c. No such sign shall exceed ten feet in overall height, nor be located less than ten feet from any property line. d. All temporary real estate signs shall be removed within seven days following sale, lease or rental of the property. e. Window signs advertising the sale, rental or lease of a building are permitted subject to the conditions of subsection 20-1265(g). (2) Off-premises real estate signs advertising the sale, rental or lease of business and industrial buildings: a. One nonilluminated sign is permitted per building. b. Such signs shall only be permitted in business and industrial districts, 32 Page 21 and on property located within the same subdivision or development as the building being advertised. c. Such signs shall not be located closer than 100 feet from any other such sign located on the same side of the street. d. Sign display area shall not exceed 32 square feet, and the height of such signs shall not exceed ten feet. e. Such sign shall be setback at least ten feet from any property line. f. Such signs shall be removed within seven days following the lease or sale of the building floor space which it is advertising. g. Provide written permission of property owner. (3) Off-premises directional signs which show direction to new residential developments in accordance with the following. The intent of this subsection is to allow short-term signage, for residential development, to familiarize the public with the new development. a. Such sign shall only be permitted along major arterials and collectors as identified in the comprehensive plan. b. Only one sign per corner of an intersection per development shall be permitted. There shall not be more than four signs per intersection. Signs shall not be located in any site distance triangle, measured 30 feet from the point of intersection of the property line. c. Sign display area shall not exceed 32 square feet and the height of such signs shall not exceed ten feet. d. Such sign shall not be located closer than ten feet from any street right-of-way line, and shall be firmly anchored to the ground. e. Written permission must be obtained from the property owner upon whose land the proposed sign is to be located. f. Such sign shall be nonilluminated and kept in good condition. g. Such sign shall be removed 12 months after the sign has been erected. A sign shall be permitted for each phase of a development. h. Signs for home promotions (Parade of Homes, Spring Preview, etc.) shall be limited to four square feet and shall be permitted only for the duration of the event. (k) Off-premises sign for open house, house for sale or rent, parade of homes, etc. Such signs shall be removed within two days after the end of the event and shall not exceed four square feet. The property owner upon which a sign is located shall provide their approval. The signs shall not be located in any public rights-of-way. The city shall have the right to remove and destroy signs not conforming to this section. The city may assess a fee in the amount established in chapter 4 of this Code for sign permits for each sign removed by the city. (l) Employment opportunity signs; (help wanted) which advertise job opportunities for a specific location upon which the sign is located subject to the following conditions: (1) One nonilluminated sign is permitted per street frontage. (2) A banner shall not exceed 100 square feet of display area and must be affixed to the principle structure. 33 Page 22 (3) Freestanding signs shall not exceed 16 square feet of display area and eight feet in height. (4) No such sign shall be located less than ten feet from any property line. (5) All temporary employment opportunity signs shall be removed within seven days after the posted position has been filled. (m) Corporate flags are limited to one per business. (n) Pickup signs; big box retailers and grocery stores are allowed one sign to designate an area of the parking lot for pickup/driveup loading of goods purchased in advance subject to the following conditions: (1) The pickup sign must be located within the parking lot and the placement of pickup sign shall be so located such that the sign does not adversely affect adjacent properties or navigability of the parking lot (including sight lines, confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. (2) No more than one pickup sign shall be allowed per business (3) The pickup sign may not exceed 13 feet in height. (4) The pickup sign's base shall be not more than two feet wide on a side, and no portion of the sign may project beyond the base. (5) The pickup sign is limited to four square feet of display area per sign face, and no more than 30 percent of the display area shall be used for the business logo or identification. (6) Businesses with a drive-through facility may not also have a pickup sign. (a) Site signage subject to the following conditions: (1) Shall be a maximum of 4 square feet. (2) The maximum height of the sign shall not exceed five feet from the ground. (3) Shall not be placed to affect the safety of traffic or pedestrians. (4) The placement of signs on the property shall not adversely affect adjacent properties or the general appearance of the site from public right-of-way (b) Windows signs subject to the following conditions: (1) A maximum of 50% of all windows may contain a window sign. Window signs shall be limited to 50% of the window area on which it is located. a. Window signs located on entrance doors to a business are exempt from this regulation. (2) Signage visible through windows shall not blink, flash, scroll or have any constant illumination, when illuminated, nor be excessively bright as determined by the city. (c) Window coverings allowed under the following conditions: (1) As required by local, state, or federal law. (2) Screening or privacy. (3) Windows coverings shall comply with design standards for commercial, industrial, and office institutional developments, and design standards for the central business district zoning district. 34 Page 23 (d) Temporary commercial signs, searchlights, banners, etc. subject to the following conditions: (1) Banners attached to the principle structure shall not exceed 140 square feet. (2) Detached banners shall not exceed 32 square feet and six feet in height. (3) Portable A-frame signs shall not exceed 8 square feet and four feet in height. (4) Non-portable signs shall be a maximum of 25 square feet and eight feet in height. (5) A business may display an attached or detached banner or portable sign on up to four occasions per calendar year, with a maximum ten-day display period for each occasion. (6) Portable signs and detached banners shall not be located in the public right-of- way. (7) No more than one portable sign or detached banner shall be permitted per business tenant at one time. (8) Inflatable advertising devices for each site or center are limited to two occasions per calendar year with each occasion not to exceed seven days. The inflatable device shall not exceed 25 feet in height. (9) The use of searchlights shall be limited to three occasions per year with each occasion not to exceed two days. The use of searchlights shall be controlled in such a way so as not to become a nuisance or safety hazard. Searchlights may not be illuminated between the hours of 12:00 midnight and 6:00 a.m. (10) Shall be maintained in good condition. (e) Temporary Non-Commercial Signs subject to the following conditions: (1) Signs shall not be located within public right-of-way. (2) Shall not exceed 6 square feet. (3) Shall not exceed 5 feet in height, as measured from grade to top of sign structure. (4) Shall be maintained in good condition. (Ord. No. 231, § 1, 1-9-95; Ord. No. 252, § 1, 4-8-96; Ord. No. 377, §§ 139, 140, 5-24-04; Ord. No. 423, §§ 9, 10, 6-12-06; Ord. No. 431, § 2, 9-25-06; Ord. No. 459, § 1, 9-24-07; Ord. No. 468, § 1, 8-11-08; Ord. No. 507, §§ 4, 5, 6-28-10; Ord. No. 510, § 1, 9-13-10; Ord. No. 632, § 18, 6-11-18) SECTION 6: AMENDMENT “Sec 20-1256 Permit For Temporary Signs, Searchlights, Banners, Etc.” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1256 Permit For Temporary Signs, Searchlights, Banners, Etc. Temporary signs are permitted as follows: 35 Page 24 (a) Banners attached to the principal structure shall not exceed 140 square feet. (b) Detached banners shall not exceed 32 square feet and six feet in height. (c) Portable signs shall not exceed 32 square feet and six feet in height. (d) All temporary signage shall meet the following standards: (1) A 30-day display period to coincide with the grand opening of a business or a new development (business park or shopping center which shall be in addition to subsection (d)(2). (2) A business may display an attached or detached banner or portable sign on up to four occasions per calendar year, with a maximum ten-day display period for each occasion. (3) Messages must relate to on-premises products or services, or any noncommercial message. (4) Attached banners, detached banners and portable signs must be located on the property which is owned or leased by the business which the sign is advertising. Nonprofit and governmental event banners are excluded from this provision. (5) Portable signs and detached banners shall not be located in the public right-of- way. (6) Portable signs and detached banners are limited to the driveway entrance area. (7) No more than one portable sign or detached banner shall be permitted per entrance at any given time. (e) Inflatable advertising devices are permitted according to the following: (1) For each site or center, two occasions per calendar year with each occasion not to exceed seven days. (2) Written authorization from the property owner or their designee must be submitted with the sign permit application. (3) Sign permit issued by city. (4) Maximum height of the inflatable shall be 25 feet. (f) Flashing or blinking portable signs, stingers, and pennants are not permitted. (g) Large flags flown in high winds may cause a noise nuisance and are subject to removal upon complaint from residents or businesses. (h) The use of searchlights shall be limited to three occasions per year with each occasion not to exceed two days. The use of searchlights shall be controlled in such a way so as not to become a nuisance. Searchlights may not be illuminated between the hours of 12:00 midnight and 6:00 a.m. (Ord. No. 231, § 1, 1-9-95; Ord. No. 468, § 2, 8-11-08; Ord. No. 485, § 1, 10-12-09; Ord. No. 545, § 1, 6-25-12) SECTION 7: AMENDMENT “Sec 20-1258 Legal Action” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1258 Legal Action If the city Community Development planning Ddirector or an administrative officer finds that 36 Page 25 any sign regulated by this articledivision is prohibited as to size, location, content, type, number, height or method of construction; or erected without a permit first being granted to the installer of the sign to the owner of the property upon which the sign has been erected or is improperly maintained, or is in violation of any other provision of this chapter, they he shall give written notice of such violation to the owner or permittee thereof. If the permittee or owner fails to remove or alter the sign so as to comply with the provisions set forth in this chapter within ten calendar days following receipt of said notice: (a) Such permittee or owner may be prosecuted for violating this chapter and if convicted shall be guilty of a misdemeanor. Each day a violation exists shall constitute a separate offense. (Ord. No. 231, § 1, 1-9-95) SECTION 8: AMENDMENT “Sec 20-1259 Prohibited Signs” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1259 Prohibited Signs The following signs are prohibited: (a) Advertising or business sSigns on or attached to equipment, such as semitruck trailers., where signing is a principal use of the equipment on either a temporary or permanent basis. (b) Motion signs and flashing signs, except barber poles, which may be permitted by conditional use permits (see sections 20-231 through 20-237). (c) Projecting signs, not including awning or canopies as defined in this chapter. (d) Roof signs, except that a business sign may be placed on the roof, facia or marquee of a building provided it does not extend above the highest elevation of the building, excluding chimneys, and provided: (1) Roof signs shall be thoroughly secured and anchored to the frames of the building over which they are constructed and erected. (2) No portion of roof signs shall extend beyond the periphery of the roof. (e) Wall graphics and design treatments depicting corporate logos and company symbols. (f) Temporary signs or banners except as permitted in section 20-12556. (g) Signs which are placed or tacked on trees, fences, utility poles or in the public right-of- way. (h) Bench signs are prohibited except for those installed/owned by a governmental unit and at designated transit stops as authorized by the local transit authority. (i) Billboards. (j) Temporary flag signs. (Ord. No. 231, § 1, 1-9-95; Ord. No. 424, § 1, 7-24-06; Ord. No. 431, § 3, 9-25-06; Ord. No. 482, § 1, 8-10-09) 37 Page 26 SECTION 9: AMENDMENT “Sec 20-1265 General Location Restrictions” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1265 General Location Restrictions (a) No freestanding sign or sign structure shall be closer than ten feet to any lot line. Signs shall not be located in the sight distance triangle of any private driveway or access. Signs shall not be located in any sight distance triangle of a public intersection. (b) Signs on nonresidential property which are immediately adjacent to residential uses or districts shall be positioned so that the copy is not visible along adjoining side and rear yard property lines. (c) No sign, other than governmental signs, shall be erected or placed upon any public street, right-of-way, or project over public property unless approved by the city and contingent upon an approved encroachment agreement. Temporary signs may not be erected or placed in a public easement unless approved by the city. No sign shall be placed within any drainage or utility easement without an approved encroachment agreement. (d) Signs shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic. No private sign shall contain words which might be construed as traffic controls, such as "Stop", "Caution", "Warning", unless the sign, is intended to direct traffic on the premises. No private sign shall duplicate traffic controls, unless the sign is intended to direct traffic on the premises. (e) No signs, guys, stays or attachments shall be erected, placed or maintained on rocks, fences or trees, nor interfere with any electric light, power, telephone or telegraph wires or the supports thereof. (f) No sign or sign structure shall be erected or maintained that prevents free ingress or egress from any door, window or fire escape. No sign or sign structure shall be attached to a standpipe or fire escape. (g) Window signs shall not cover more than 50 percent of the total window area in which they are located. The area of a window sign shall be interpreted as the total window area for that face of the building. In no case shall the total window sign area exceed the permitted wall sign area defined in this chapter for said district. Buildings with less than 32 square feet of window area are exempt from this provision. Signage visible through windows shall not blink, flash, scroll or have any but constant illumination, when illuminated, nor be excessively bright. (Ord. No. 231, § 1, 1-9-95; Ord. No. 431, § 5, 9-25-06; Ord. No. 451, § 11, 5-29-07) SECTION 10: AMENDMENT “Sec 20-1267 Uniformity Of Construction, Design, Etc.” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T 38 Page 27 Sec 20-1267 Uniformity Of Construction, Design, Etc. (a) All permanent signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building's architecture. Multi-tenant commercial and industrial buildings shall have uniform signage. When buildings or developments are presented for site plan review, proposed signs for the development shall be presented concurrently for staff review. All planned centers and multi-tenant buildings shall submit a comprehensive sign plan for approval by the planning commission and city council. (1) All wall signage shall use individual dimension letters, at least one-half inch deep. Company symbols, display messages (not greater than six inches tall), pictorial presentations, illustrations, or decorations (anything other than wording) and less than 20 percent of the total sign display area are exempt from the individual dimension letter requirement. (2) Wall signs shall be either illuminated or non-illuminated and shall meet the following criteria: a. Backlit or exposed lighting shall be architecturally compatible with the building and other signage if in a multi-tenant building. b. If a neon sign is illuminated by exposed neon or LED, the luminous shall not to exceed 5,000 Nits between the hours of civil sunrise and civil sunset and not to exceed 500 Nits between the hours of civil sunset and civil sunrise. c. If a sign is non-illuminated, downcast decorative lighting compatible with the building architecture may be used. (3) Company logos shall not occupy more than 30 percent of the sign display area and are exempt from the individual dimension letter requirement. (b) All permanent monument or pylon signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building's architecture. Multi-tenant commercial and industrial buildings shall have uniform signage. When buildings or developments are presented for site plan review, proposed signs for the development shall be presented concurrently for staff review. All planned centers and multi-tenant buildings shall submit a comprehensive sign plan for approval by the planning commission and city council. (1) Letters on a monument sign All center, development name or an individual tenant building signage on a monument or pylon sign shall use individual dimension letters, at least one-half inch deep. (2) Registered trademarks, company symbols, display messages (less than six inches tall), pictorial presentations, illustrations, or decorations (anything other than wording) and less than 20 percent of the total sign display area are exempt from the individual dimension letter requirement. (3) In multi-tenant buildings, tenant panels may be used and shall be exempt from the individual dimension letter requirement. (4) Company logos shall not occupy more than 30 percent of the sign display area and are exempt from the individual dimension letter requirement. (5) All on-premise freestanding signs must have structural supports covered or concealed with pole covers. The actual structural supports should not be exposed, and the covers should be architecturally and aesthetically designed to match the building. 39 Page 28 (6) No sign shall be attached or be allowed to hang from any building until all necessary wall and roof attachments have been approved by the building official. Any canopy or awning sign shall have a minimum of an eight-foot clearance. (7) Illuminated signs shall be shielded to prevent lights from being directed at oncoming traffic in such brilliance that it impairs the vision of the driver. No such signs shall interfere with or obscure an official traffic sign or signal; this includes indoor signs which are visible from public streets. Illumination for a sign or groups of signs shall not exceed one-half foot candle in brightness as measured at the property line. (Ord. No. 231, § 1, 1-9-95; Ord. No. 423, § 11, 6-12-06; Ord. No. 468, § 3, 8-11-08; Ord. No. 485, § 2, 10-12-09; Ord. No. 507, § 6, 6-28-10; Ord. No. 544, § 1, 6-25-12) SECTION 11: AMENDMENT “Sec 20-1275 Construction Standards” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1275 Construction Standards (a) A freestanding sign or sign structure shall be constructed so that if the faces are not back to back, then they shall not have an angle separating the faces exceeding 45 degrees, unless the total area of both sides added together does not exceed the maximum allowable sign area for that district. 45 Degree Maximum Angle (b) All on-premises freestanding signs must have structural supports covered or concealed with pole covers. The actual structural supports should not be exposed, and the covers should be architecturally and aesthetically designed to match the building. Pole covers shall be a minimum height of eight feet. The exposed uprights, superstructure and/or backside of all signs shall be painted a neutral color such as light blue, gray, brown or white, unless it can be illustrated that such part of the sign designed or painted in another manner is integral to the overall design of the sign. Shopping Center 40 Page 29 (c) The installation of electrical signs shall be subject to the National Electrical Code, as adopted and amended by the city. Electrical service to such sign shall be underground. (d) No sign shall be attached or be allowed to hang from any building until all necessary wall and roof attachments have been approved by the building official. Any canopy or awning sign shall have a minimum of an eight-foot clearance. (e) Illuminated signs shall be shielded to prevent lights from being directed at oncoming traffic in such brilliance that it impairs the vision of the driver. No such signs shall interfere with or obscure an official traffic sign or signal; this includes indoor signs which are visible from public streets. Illumination for a sign or groups of signs shall not exceed one-half foot candle in brightness as measured at the property line. SECTION 12: AMENDMENT “Sec 20-1276 Electronic Message Center Signs” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1276 Electronic Message Center Signs Electronic message center (EMC) signs and time and temperature signs shall comply with the following standards: (a) No electronic message center sign may be erected that, by reason of position, shape, movement or color interferes with the proper functioning of a traffic sign, signal or which otherwise constitutes a traffic hazard. (b) Public/Community signs, eElectronic and nonelectronic message center space used on a sign shall not exceed the following display area: Sign display area EMC Display 0—24 sq. ft. 50% 25—64 sq. ft. 45% 65—80 sq. ft. 40% 41 Page 30 (c) Electronic message center signs for gas stations shall meet the following requirements: (1) One single or double-sided EMC display area is permitted but shall not exceed 8 square feet per side of a monument or pylon sign. (d) Electronic message center displays shall not exceed 5,000 Nits between the hours of civil sunrise and civil sunset and shall not exceed 500 Nits between the hours of civil sunset and civil sunrise. (e) Electronic message center signs shall not cause direct glare, nor become a distraction due to excessive brightness. (f) The lamp wattage and luminance level in candelas per square meter (Nits) shall be provided at the time of permit applications. (g) There shall be no electronic message center signs in the front setback area within 50 feet of a street intersection (as measured from intersecting right-of-way lines) except where lighting for such sign is indirect or diffused and in no way constitutes a traffic hazard. (h) There shall be no electronic message center signs within 125 feet of a residential district. (i) Flashing, special effects or animated scenes on electronic message center signs shall be prohibited. (j) Electronic message center signs shall not be located in agricultural or residential zoning districts. (k) Electronic message center sign display use for signs within 500 feet of single-family residential homes shall be limited to the hours between 6:00 a.m. and 10:00 p.m. (Ord. No. 482, § 2, 8-10-09) SECTION 13: AMENDMENT “Sec 20-1302 Neighborhood Business, Fringe Business And Office And Institutional Districts” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1302 Neighborhood Business, Fringe Business And Office And Institutional Districts The following signs shall be allowed by permit in any OI, BF or BN districts: (a) Ground low profile business signs.Monument Sign. One monumentground low profile 42 Page 31 business or institutional sign not exceeding 24 square feet of sign display area shall be permitted. Such sign shall be located at least ten feet from any property line and shall not exceed five feet in height. (b) Wall business signs. (1) One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. (2) The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining residential district without an intervening building or street. (3) The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Maximum Percentage of Wall Area Wall Area in Square Feet 15% 0—600 13% 601—1,200 11% 1,201—1,800 9% 1,801—2,400 7% 2,401—3,200 5% 3,201—4,500 3% not to exceed 275 square feet 4,500+ (4) (c) Wall signs shall not include product advertising. Wall signs shall only include tenant Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 15% 601-1,200 13% 1,201-1,800 11% 1,801-2,400 9% 2,401-3,200 7% 3,201-4,500 5% 4,501+ 3% not to exceed 275 square feet 43 Page 32 identification, tenant logo or registered trademark, center name, or any combination of the three. (d) Projecting Sign. A projecting sign may be permitted in accordance with the standards listed below. (1) Must provide a clearance of 8’ from the adjacent sidewalk or finished surface. (2) Projecting signs shall only be located on the first floor and shall not exceed 6 square feet in sign area. (3) Projecting signs are limited to a projection distance of not more than four (4) feet. This is measured from edge of building face to outer edge of the projecting sign furthest from the building face. (e) Canopy Sign. Canopy signs may be permitted as follows: (1) A canopy sign shall not be installed in addition to a wall sign. (2) Shall be limited to one per street frontage for each business occupant within a building. (3) Signs shall adhere to permitted wall sign area. (f) Awning Sign. Awning Signs subject to the following conditions: (1) Each business occupant or owner shall be limited to one awning sign. (2) Shall not exceed 30% of the awning area, not to exceed 8 square feet. (3) Shall not project from the surface of the awning. (g) Public/Community Sign. Public/community signs on property owned or leased by a governmental unit and operated by a governmental unit. (1) One monument sign shall be permitted per site for each street frontage. Such sign shall not exceed 120 square feet in display area nor be greater than eight feet in height. (2) Electronic message center signs may be permitted as part of the sign display area. Such sign does not require a conditional use permit. (3) Electronic message center signs shall comply with the following standards as stated in 20-1276: a. Electronic message center space used on a sign shall not exceed a total of 40 square feet. b. No electronic message center sign may be erected that, by reason of position, shape, movement or color interferes with the proper functioning of a traffic sign, signal or which otherwise constitutes a traffic hazard. c. Electronic message center displays shall not exceed 5,000 Nits between the hours of civil sunrise and civil sunset and shall not exceed 500 Nits between the hours of civil sunset and civil sunrise. d. Electronic message center signs shall not cause direct glare, nor become a distraction due to excessive brightness. e. The lamp wattage and luminance level in candles per square meter (Nits) shall be provided at the time of permit application. f. There shall be no electronic message center signs within 50 feet of a street intersection (as measured from intersecting right-of-way lines) or within 125 feet of a residential district, except where lighting for such sign is indirect or diffused and in no way constitutes a traffic 44 Page 33 hazard. g. Flashing, special effects or animated scenes on electronic message center shall be prohibited. h. Electronic message center sign display use for signs within 500 feet of single-family residential homes shall be limited to the hours between 6:00 a.m. and 10:00 p.m. (Ord. No. 231, § 1, 1-9-95; Ord. No. 377, § 143, 5-24-04; Ord. No. 409, § 7, 1-9-06; Ord. No. 409, § 7, 1-9-06; Ord. No. 468, §§ 4, 5, 8-11-08; Ord. No. 482, § 3, 8-10-09) SECTION 14: AMENDMENT “Sec 20-1303 Highway, General Business Districts And Central Business Districts” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1303 Highway, General Business Districts And Central Business Districts The following signs shall be allowed by permit in any "BH" and, "BG" or "CBD" District: The following table lists the standards for freestanding and ground low profile signs in the BH or, BG or CBD zone. Principal Structure Pylon Ground Low Profile Height (feet) Sign Size (square feet) Height (feet) Sign Size (square feet) 50,000 sq. ft. or greater 20 80 10 80 Less than 50,000 sq. ft. 16 64 8 64 (a) Pylon business sSign. Pylon signs are permitted on parcels that abut state highway corridors only. One pylon identification sign shall be permitted. This sign may identify the name of the center or the major tenants. The height and square footage of the sign shall be based on the square footage of the principal structure as shown in the table. Such signs shall be located at least ten feet from any property line. (b) Ground low profile business signs.Monument Sign. One monumentground low profile business sign shall be permitted per each outlot or separate building pad that has street frontage. The height and square footage of the sign shall be based on the table above. Such signs shall be located at least 300 feet from any other pylon or ground sign on the parcel and at least ten feet from any property line. 45 Page 34 (c) Wall business signs. (1) One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. (2) The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining residential district without an intervening building or street. (3) The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Maximum Percentage of Wall Area Wall Area in Square Feet 15% 0—600 13% 601—1,200 11% 1,201—1,800 9% 1,801—2,400 7% 2,401—3,200 5% 3,201—4,500 3% not to exceed 275 square feet 4,500+ (4) (d) Projecting Sign. A projecting sign may be permitted in accordance with the standards listed below. (1) Must provide a clearance of 8’ from the adjacent sidewalk or finished surface. Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 15% 601-1,200 13% 1,201-1,800 11% 1,801-2,400 9% 2,401-3,200 7% 3,201-4,500 5% 4,501+ 3% not to exceed 275 square feet 46 Page 35 (2) Projecting signs shall only be located on the first floor and shall not exceed 6 square feet in sign area. (3) Projecting signs are limited to a projection distance of not more than four (4) feet. This is measured from edge of building face to outer edge of the projecting sign furthest from the building face. (e) Canopy Sign. Canopy signs may be permitted as follows: (1) A canopy sign shall not be installed in addition to a wall sign. (2) Shall be limited to one per street frontage for each business occupant within a building. (3) Signs shall adhere to permitted wall sign area. (f) Awning Sign. Awning Signs subject to the following conditions: (1) Each business occupant or owner shall be limited to one awning sign. (2) Shall not exceed 30% of the awning area, not to exceed 8 square feet. (3) Shall not project from the surface of the awning. (g) Drive-Through Sign. Menu board. One menu board sign per restaurant drive-through aisle is permitted with a drive-through facility. Such sign shall not exceed 45 square feet in size, nor greater than eight feet in height. Such sign is permitted in addition to any other sign permitted in the zoning district. (Ord. No. 314, § 2, 3-26-01; Ord. No. 377, §§ 144, 145, 5-24-04; Ord. No. 409, § 8, 1-9-06; Ord. No. 468, § 4, 8-11-08; Ord. No. 628, § 49, 12-11-17) SECTION 15: AMENDMENT “Sec 20-1304 Industrial Office Park Signs” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1304 Industrial Office Park Signs The following signs shall be allowed by permit in any IOP district: (a) Pylon business signs.Pylon Sign. Pylon signs are permitted on parcels that abut state highway corridors only. One pylon or one ground low profile industrial office park identification sign shall be permitted. A pylon sign shall not exceed 80 square feet on a state highway in sign area and shall not exceed 20 feet in height. Such sign shall be located at least ten feet from any property line. (b) Ground low profile business signs.Monument Sign. One monumentground low profile business sign shall be permitted per site for each street frontage. Such sign shall not exceed 64 square feet, except on a state highway, in display area nor be greater than eight feet in height. Such sign shall be located at least ten feet from any property line. A ground low profile on a state highway may not exceed 80 square feet and eight feet in height. Such sign shall be located at least ten feet from any property line. (c) Wall business signs. 47 Page 36 (1) One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. (2) The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining residential district without an intervening building or street. (3) The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Maximum Percentage of Wall Area Wall Area in Square Feet 15% 0—600 13% 601—1,200 11% 1,201—1,800 9% 1,801—2,400 7% 2,401—3,200 5% 3,201—4,500 3% not to exceed 275 square feet 4,500+ (4) (Ord. No. 231, § 1, 1-9-95; Ord. No. 314, § 3, 3-26-01; Ord. No. 377, §§ 146, 147, 5-24-04; Ord. No. 409, § 9, 1-9-06; Ord. No. 452, § 4, 7-9-07; Ord. No. 459, § 2, 9-24-07; Ord. No. 468, § 4, 8-11-08) Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 15% 601-1,200 13% 1,201-1,800 11% 1,801-2,400 9% 2,401-3,200 7% 3,201-4,500 5% 4,501+ 3% not to exceed 275 square feet 48 Page 37 SECTION 16: ADOPTION “Sec 20-1305 Central Business District Signs” of the Chanhassen Municipal Code is hereby added as follows: A D O P T I O N Sec 20-1305 Central Business District Signs(Added) Sec 20-1305 Central Business District Signs (a) Wall Sign. One wall sign shall be permitted per street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance façade. (b) (c) Monument Sign. One monument sign shall be permitted per building and shall be limited to 4 feet in height and 32 square feet in size. Such signs shall be located at least ten feet from any property line. (d) Pylon Sign. Pylon signs are prohibited. (e) Projecting Sign. One projecting sign is permitted per business in accordance with the standards listed below. (1) Must provide a clearance of 8’ from the adjacent sidewalk or finished surface. (2) Projecting signs shall only be located on the first floor and shall not exceed 6 square feet in sign area. (3) Projecting signs are limited to a projection distance of not more than four (4) feet. This is measured from edge of building face to outer edge of the projecting sign furthest from the building face. (f) Canopy Sign. Canopy signs may be permitted as follows: (1) A canopy sign shall not be installed in addition to a wall sign. (2) Shall be limited to one per street frontage for each business occupant within a building. (3) Signs shall adhere to permitted wall sign area. (g) Awning Sign. Awning Signs subject to the following conditions: Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 9% 601-1,200 8% 1,201-1,800 7% 1,801-2,400 6% 2,401-3,200 5% 3,201-4,500 4% 4,501+ 3% not to exceed 275 square feet 49 Page 38 (1) Each business occupant or owner shall be limited to one awning sign. (2) Shall not exceed 30% of the awning area, not to exceed 8 square feet. (3) Shall not project from the surface of the awning. (h) Signage shall adhere to the Downtown Design Guidelines. SECTION 17: AMENDMENT “Sec 20-1301 Agricultural And Residential Districts” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1301 Agricultural And Residential Districts The following signs are allowed by permit in the A-2, RR, RSF, R-4, RLM, R-8, R-12, R-16, and residential PUD districts: (a) Public and institutional signs. One monumentground low profile or wall sign, not exceeding 24 square feet of sign display area, shall be permitted on the premises of any public or institutional property giving the name of the facility and nature of the use and occupancy. Such sign shall be located at least ten feet from any property line, and shall not exceed five feet in height. (b) Area identification/entrance signs. Only one monument sign may be erected at the entrance(s). Total sign area shall not exceed 24 square feet of sign display area, nor be more than five feet high. More than one sign per entrance may be erected, provided that the total sign area does not exceed 24 square feet. Any such sign or monument shall be designed with low-maintenance, high quality materials. The adjacent property owner or a homeowners association shall be responsible for maintenance of the identification/entrance sign and surrounding grounds and landscaped areas. Such sign shall be located so as not to conflict with traffic visibility or street maintenance operation, and shall be securely anchored to the ground. (c) Nonresidential uses. Only one monument sign may be permitted on the site. The total sign area shall not exceed 24 square feet of sign display area, nor be more than five feet in height. (Ord. No. 231, § 1, 1-9-95; Ord. No. 252, § 2, 4-8-96; Ord. No. 314, § 1, 3-26-01; Ord. No. 377, § 142, 5-24-04) 50 Page 39 SECTION 2. This ordinance shall be effective immediately after its passage and publication. PASSED AND ADOPTED this XXth day of April 2026 by the City Council of the City of Chanhassen, Minnesota. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the Sun Sailor on XXX) 51 From: Matt Hergott Sent: Monday, March 2, 2026 1:47 PM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: Sign definitions and regulation concern Good afternoon, Eric. Per our conversation regarding updating sign definitions and regulations, these are the topics that we discussed. Von Hanson’s does not want any changing of our signage from our windows, due to the fact that it would expose the backside of our retail freezer displays. When we moved into the space 15 years ago, this is the way the building was. We invested a lot of money and had professional signage done to make the exterior look nice with the retail space that we have. Our signage lists our product offerings while covering the equipment backside. We understand there needs to be guidelines so the community of Chanhassen continues to look appealing to everyone. If you feel we need to attend the meeting, please let me know, but per our conversation, it did not seem like we need to. Thanks for your time. Matt Hergott Sent from my iPhone 52 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 1 DEFINITIONS AND CHAPTER 20, ZONING OF THE CHANHASSEN CITY CODE The purpose of these Code Amendments are as follows: Amend Section 1-2 Rules of Construction and Definitions to conform with federal law, update definitions for current language, and remove definitions that are no longer applicable. Amend Article 20-XXVI Signs to conform with federal law, remove unlawful regulations, create efficiencies in application of code, implement downtown design guidelines, and expand signage opportunities for commercial districts. This ordinance shall go into effect upon passage of the ordinance by City Council. A printed copy of Ordinance No. XXX is available for inspection by any person during regular office hours at the office of the City Manager/Clerk. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 13th day of April 2026 by the City Council of the City of Chanhassen, Minnesota. (Publish in the ___________________ on [__________________]) (Published in the Sun Sailor on April 23, 2026) 53 City Council Item April 13, 2026 Item Minnetonka HS Vantage Student Presentation (approximately 6:30 p.m.) File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Receive presentation Motion Type N/A Strategic Priority Communications SUMMARY Mayor Elise Ryan and Laurie Hokkanen have been working with Minnetonka High School students on a project related to city communications this semester. The students will share their research and project with the City Council. BACKGROUND VANTAGE is Minnetonka High School’s experiential project-based learning program. VANTAGE students experience regular guest instruction and site visits along with a rigorous curriculum. They are paired with a one-on-one mentor for the year who helps and guides them on their projects and various topics about success in the professional world. 54 The foundation of VANTAGE is company projects. Through experiential learning, VANTAGE offers a unique opportunity to apply their coursework in real-world settings. Students solve genuine problems through project-based assignments. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 55 City Council Item April 13, 2026 Item City Council Roundtable File No.Item No: A.5 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY The quarterly roundtable is time for the City Council to discuss items of interest, propose new items for review, and ask general questions of staff/each other. Items with interest from at least two Councilmembers may be scheduled for research by staff, future work sessions, or other action as appropriate. BACKGROUND DISCUSSION Items submitted for possible discussion. The City Council can choose to discuss some or all items. Citizen Action Requests See attached for outstanding requests 56 Items should generally have the support of at least two council members to continue discussion and/or have staff research. BUDGET RECOMMENDATION ATTACHMENTS Roundtable Process Overview Jennifer Glidden 2.10.26_Redacted Judy Harder 1.12.26_Redacted Lee O'Brien 2.10.26_Redacted Nora Nashawaty CAR 1.12.26_Redacted Nora Nashawaty CAR 1.26.26_Redacted 57 CHANHASSEN CITY COUNCIL Roundtable Overviewand Guidelines The quarterly roundtable is scheduled time for the City Council to discuss items of interest, propose new items for review, and ask general questions of staff/each other. Timing: Quarterly, at a work session. Procedure: Councilmembers may submit items for consideration and publication in the council packet by noon on the Wednesday prior to the meeting. Be prepared to give a brief overview of proposed items at the work session. Actions: The City Council should determine the next steps, using the following menu of options: 1. Do nothing at this time 2. Park for discussion during the Strategic Plan update in January 3. Request staff prepare an issue paper (requires two votes of support) 4. Refer to a commission for further consideration (requires two votes of support) 5. Schedule a city council work session (requires three votes of support) CITY OF CHANHASSEN A Community For Life. 58 CITY COUNCIL MEETING DATE n VISITOR PRESENTATION CITIZEN ACTION REQUEST FORM Complete this form and submit it prior to the City Council meeting you wish to make your presentation. PLEASE PRINT Name: frnrlft, Gt;olden Address: T Citylstatelzip: Phone Number: 7 Email: Summary of Information Provide a brief of the action are from the Ci Council. 3E t S4"bt, Coa/,-A'n GiniS LChq isnn J"r.eo q" t lfi)n + CLar'h a"rl o€ *h.5#I .s^Lletts Scl\ ? q I 7 Lr)hd na\rtns arlO 7*h k;qh attilun d kr7 afur- Cuu n un ifii pn/K sft$ ?fr.e ilould 110 + b(-in, cur C i4y lan 5/ ++1 p6(rkin t o{s n{Ar o ur tc)to o ls ' -Tit co ttncil '< iS iES(< 0nI 59 What Happens Next? . City Council will review this form and hear your presentation. . Staff will receive copies of this form and provide follow up as directed; i.e. gather additional information, schedule the item for a future City Council Work Session for discussion, schedule the item for a future City Council meeting for action, etc. . Staff will keep you informed on the status of your request until it has been processed. Questions? Contact City Clerk Jenny Potter at 952-227 -1 107 or by email at ipotter@chanhassenmn.gov STAFF USE ONLY Schedule City Council Work Session? [ Yes E No City Council Work Session Date: Action Taken at Work Session: Schedule City Council Meeting? ! Yes E No City Council Meeting Date: Action Take at City Council Meeting: g:\agendas\cc\citizen action request forms\citizen action request form.docx 2 60 219/26,4:19 PM Minnetonka joins Safe and Stablo coalition I Neus I City ol Mlnn€tonka, MN News Minnetonkajoins Safe and Stable coalition Cities for Safe and Stable Communities aims to speak as a unified Iocal voice. Post Date: oz/oz/zoz61:49 p.m. A coalition of mayors announces the formation of Cities for Safe and Stable Communities (MN). We are a grassroots, local government-led coalition dedicated to restoring stability and trust in government. While our cities have faced challenges for some time, Operation Metro Surge has created an urgent need for a unified local voice. As mayors, we know the names and faces in our cities. We are held accountable for the wellbeing of our schools, hospitals, and local businesses, and for upholding the rule of law for our residents. Curent enforcement tactics are violating constitutional protections and actively harming the families we swore to serve. This surge is notjust a "Minneapolis issue;" the fallout is felt across the state. This operation strains city resources, dismpts local economies, and tears at community cohesion. This is unsustainable, especially in light of the economic uncertainty ofthe past year. From small business closures and worldorce instability to housing insecurity, the tlamage weakens Minnesota's entire economic engine. The toll on our families and children has been heavy. Students as young as five years old have been detained, leaving their friends and teachers to cope and advocate for their return. This approach undermines true public safety. The surge forces cities to absort unsustainable costs. The costs are not just finaneial; we are seeing a dangerous erosion of trust between residents and local law enforcement that could take years to earn baclc When residents are too afraid to call 9rr or access city services, everyone is less safe. Residents should be able to interact with our cities without fear. We need a retum to order that stops pulling officers away from essential needs, to focus on their tme mission: protecting our neighborhoods. Our malition is asking federal and state elected ofEcials for immediate de-escalation and aclnowledgement of economic harrrs, including potential eoz6 relief funds to cities. As more communities join, we will assess the damages done and determine how we rcstore Minnesota institutions in the wake ofthese unprecedented setbacks. We believe in Minnesota-s resilience. While federal agencies must answer for this damage, we know Minnesotans are the ones who will build back We invite leaders - from the suburbs to Greater Minnesota - to join us. Together, we can chart a path that values safety, honors constitutional rights, and restores the peace our communities deserve. A future where cities can do their jobs and Minnesotans can feel secure in their communities. Undersigned Cities: o Bloomington o BroolrJyn Center r Brooklyn Park hl&8#$,L,w.minn tonkamn.go\r/Homercomponendl'lev.sNs rs/1773/1228?frdld=lwY2xiawF3PEZleHRuA2FlbOlxMABbnlkETFZcHdyWlNPcUhWS...1n 61 zlgt$,4i19 PM r Columbia Heights r Eden Prairie o Edina r Golden Yalley r Hopkins o Maplewood o Minnetonka r Richfield o St. louis Park Mlnnetonks lolm Str and Steblo coalition I Na/s I CiV ot Minnotonka, MN Return tofullJiS2; htFsrtu ufl/.minn6tonkamn.gov/Homg/Compon€ntB/N6wdN6wr,/17731'1228?hdld=NY2\suP3PEZeHRuA2FlbQlxMABicmlkETFZcHdyWNPcUhWS... 2f2 62 Submission #4569185 IP Address 97.116.183.30 Submission Recorded On 01/12/2026 1:51 PM Time to Take Survey 33 minutes, 3 seconds Page 1 Complete this form and submit it prior to the City Council meeting date you wish to present your request. The City of Chanhassen invites citizens to submit a request in their native or preferred language. Upon doing so, the city will utilize its resources and do everything in its power to translate the request appropriately. 01/12/2026 The Chanhassen City Council meets on the second and fourth Mondays of each month. Printable Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information *Name Judy Harder *Address 541 W 78th St Chanhassen MN 55317 *Phone * Council Action Requested * I'd like to be part of a community action group this year to begin looking at 78th St and surrounding neighborhood ideas for trees and native plantings. Summary of Information * Not sure what city staff to work with...Jamie Marsh? Need - there's a poor showing of trees and native plantings in main part of town and neighborhood...heat island is red, importance shown in Imagine 2050. Cost - there are grant dollars for a first step, after that a second step with similar amount. Background....of me? I've requested this before and so I've raised the bar to see if we can move off "Go". What Happens Next? Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the selected meeting date. Contact Questions? Contact City Clerk Jenny Potter at 952-227-1107 or by email. Select City Council Meeting date you would like to attend: Email Provide a brief description of the action you are requesting from the City Council. Provide a narrative of the request including need, costs, timetable, background, etc. 63 CITY COUNCIL MEETING DATE: VISITOR PRESENTATION CTTIZEN ACTION REQUEST FORM Complete this form and submit it prior to the City Council meeting you wish to make your presentation. PLEASE PRINT Name:./. -4 Address: Citylstatelzip: C-k^L"tt - /)^ SSl /> Phone Number: Summary of Information Provide a brief of the action are from the Council T 1ic { (2,)- D conlovl i?*r €r-r-e' - ncScJ-it^- i - P. -l> *o Q'l-c^I-l- C '' t)-; 6c'+ ) - ncycli* i-gce*r f- P-L)"..- E'4') - rh ct r|.'.,. i 'n- 9a of ,- 6 wf i^'' t d €.1 -. .1-'- - 4f j4 € r;rr>--! *1 )"r o.r+,t 'T c€ 2,*.cl ^'!ll "-) ) e,^o-zlR+- f e'c\e--ru'-2: - p-L\2. lt, Q-fP"erz <,\'{+^r< "rf c"^rl:}-}i''- - 7-}o l.'c.ll-t tl?' S-??''+ I i r^r'r'J rcaiJ L''>ary l' "/ e o) "- -Jo".r*..ztho*Ji.r$.{",JcJl7'lcrc.|2,/.'/c>,P/;vo+(t-.y-Ll'L- - l^.-\r ls^gi^cr)'t ('rt'J-t t/b r,ro<'\t** ttu'l'y)ce 64 What Happens Next? . City Council will review this form and hear your presentation. o Staffwill receive copies of this form and provide follow up as directed; i.e. gather additional information, schedule the item for a future City Council Work Session for discussion, schedule the item for a future City Council meeting for action, etc. . Staff will keep you informed on the status of your request until it has been processed. Questions? Contact City Clerk Jenny Potter at952-227-1107 or by email at ipotter@chanhassenmn.sov STAFF USE ONLY Schedule City Council Work Session? ! Yes E No City Council Work Session Date: Action Taken at Work Session: Schedule City Council Meeting? ! Yes E No City Council Meeting Date: Action Take at City Council Meeting: g:\agendas\cc\citizen action request forms\citizen action request form.docx 2 65 CITY COLINCIL MEETING DATE:l/t?/tb VISITOR PRESENTATION CITIZEN ACTION REQUEST FORM Complete this form and submit it prior to the City Council meeting you wish to make your presentation. PLEASE PRINT Name:0 NaSl,raW Address: Citylstatelzip A A/ SEn",? Phone Number: Email T Summary of Information Provide a brief of the action are from the Council. ftl;c!,-K T&* ot-btrr hzt +c^-^It -*- rr'[n,n^^\4 (rokrh \?uSs h rrsoh fi >l^ b av-ld^t(,-\ &(h hoE l.-, I @ #?-*)* uri&- t "(bc-'&s v\ Z- t.'^^+c/ C..1 w (n^ Lr-V LlWl:^Olt lrvv "'*'-''-'^l C-b--, S5ld)n- I tr 66 What Happens Next? o City Council will review this form and hear your presentation. o Staff will receive copies of this form and provide follow up as directed; i.e. gather additional information, schedule the item for a future City Council Work Session for discussion, schedule the item for a future City Council meeting for action, etc. o Staff will keep you informed on the status of your request until it has been processed. Questions? Contact City Clerk Jenny Potter at952-227-1107 or by email at ipotter@chanhassenmn.gov STAFF USE ONLY Schedule City Council Work Session? ! Yes E No City Council Work Session Date: Action Taken at Work Session: Schedule City Council Meeting? ! Yes E No City Council Meeting Date: Action Take at City Council Meeting: g:\agendas\cc\citizen action request forms\citizen action request form.docx 2 67 CITY COUNCIL MEETING DATE: I IZ t. / ZOLL VISITOR PRESENTATION CITIZEN ACTION REQUEST FORM Complete this form and submit it prior to the City Council meeting you wish to make your presentation PLEASE PRINT Name:h\or- N65 [,r,- n * r,,t 4- Address: CitylStatelZip Ema,: Phone Number: Summary of Information Provide a brief T of the action are from the Ci Council. ,fl Li ;,,^^^-- "f *&,\,--- ,!#rorr+,7;l.')4t tt{\ [, fzSotntro.r,- Lsv3-."-*- ,.5 -lL^'l ns, rLJr \ tv.,5t e ,nJvc( tlfJ 1;aStrfufto *t (lct c)o#. ath W&rfYa ^,1)S r /l 1,'c1,z\, P.r^-(..".. *^*'': l'nr* L, L^^* Lr n F* 1v-',^e 5 (n,y.V,t 6-ffiY1t6P WA* i,-,d & ^LLl)y^,& lu/-u,4 "f ut,4 fnplh't s fi, w .! (,oe '1,.*.& uSr S. 2^-. L* '^ tl t a'r"' , i/ 68 What Happens Next? o City Council will review this form and hear your presentation. o Staff will receive copies of this form and provide follow up as directed; i.e. gather additional information, schedule the item for a future City Council Work Session for discussion, schedule the item for a future City Council meeting for action, etc. o Staff will keep you informed on the status of your request until it has been processed. Questions? Contact City Clerk Jenny Potter at952-227-l107 or by email at ipotter@.chanhassenmn.gov STAFF USE ONLY Schedule City Council Work Session? ! Yes E No City Council Work Session Date: Action Taken at Work Session: Schedule City Council Meeting? ! Yes E No City Council Meeting Date: Action Take at City Council Meeting: g:\agendas\cc\citizen action request forms\citizen action request form.docx 2 69 City Council Item April 13, 2026 Item Future Work Session Schedule File No.Item No: A.6 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY April 27, 2026 Continue Fire Space Needs/Staffing Analysis May 18, 2026 Stormwater Ponds Maintenance BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION 70 BUDGET RECOMMENDATION ATTACHMENTS 71 City Council Item April 13, 2026 Item Approve City Council Meeting Minutes dated March 23, 2026 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Meeting minutes dated March 23, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the City Council Meeting minutes dated March 23, 2026. 72 ATTACHMENTS City Council Meeting minutes dated March 23, 2026 73 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES MARCH 23, 2026 Acting Mayor Kimber called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Councilmember McDonald, Councilmember Schubert, Councilmember von Oven, and Acting Mayor Kimber. COUNCIL MEMBERS ABSENT: Mayor Ryan. STAFF PRESENT: Laurie Hokkanen, City Manager; Howley, Public Works Director/City Engineer; George Bender, Assistant City Engineer; Andrea McDowell-Poehler, City Attorney; and Jenny Potter, City Clerk. PUBLIC PRESENT: Nora Nashawaty Leslie Elhadi Dr. Pamela McGrann, 6540 Fox Path Jason Geyen, 2154 Stone Creek Drive PUBLIC ANNOUNCEMENTS: 1. Presentation of Certificates of Appreciation and Maple Leaf Awards to Outgoing Commissioners Acting Mayor Kimber recognized Nora Nashawaty for her service on the Park & Recreation Commission with a certificate of appreciation. He presented Leslie Elhadi with a Maple Leaf Award for her service on the Environmental Commission. He acknowledged Rob Swanson for his service on the Park & Recreation Commission, Billy Cripe for his service on the Environmental Commission, and Luke Bame for his service on the Economic Development Commission. He acknowledged the Maple Leaf Award for Eric Anderson for his service on the Economic Development Commission. 2. Chanhassen Athletic Association Recognition Acting Mayor Kimber recognized the Chanhassen Athletic Association for their donation to the ballfield improvement project at Lake Ann Park. 3. Invitation to Easter Egg Candy Hunt 74 City Council Minutes – March 23, 2026 2 Acting Mayor Kimber invited the community to participate in the 43rd Annual Easter Egg Candy Hunt on April 4th at City Center Park. CONSENT AGENDA: Councilmember McDonald moved, Councilmember von Oven seconded that the City Council approve the following consent agenda items 1 through 13 pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated March 9, 2026 2. Approve City Council Work Session Minutes dated March 9, 2026 3. Receive Planning Commission Minutes dated March 3, 2026 4. Receive Environmental Commission Minutes dated January 14, 2026 5. Receive Economic Development Commission Minutes dated February 10, 2026 6. Approve Claims Paid March 23, 2026 7. City Commission Appointments – Environmental Commission 8. 82nd Street West Joint Powers Agreement with the City of Chaska 9. Market Boulevard – Twin City Western Railroad Agreement 10. Award Contract for 2026 Pothole Patching 11. Consider a Conditional Use Permit Request for Screened Outdoor Storage at 2100 Stoughton Avenue 12. Resolution 2026-20: Call for the Assessment Hearing for the Market Boulevard Rehabilitation Project 13. Resolution 2026-21: Approval of $66,871.71 Donation and Award Bid for Lake Ann Park Ballfield 1, 2, and 3 Improvements All voted in favor, and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. 1. Jason Geyen Citizen Action Request Jason Geyen, 2154 Stone Creek Drive, suggested a review of City Ordinance 29-09 and 29-10 regarding trailer storage in the city. He requested a review of the documents to consider allowing trailer storage for year-round recreational activities. 75 City Council Minutes – March 23, 2026 3 Nora Nashawaty, 7320 Kurvers Point Road, expressed disappointment that her appointment was not renewed. She discussed concerns about the ongoing activities related to immigration in the community. She noted that residents were struggling financially and socially and noted that the City Council had not stepped up. She discussed financial and personal support from neighbors during ongoing immigration activities. She requested a response to her Citizen Action Requests previously submitted. Dr. Pamela McGrann, 6540 Fox Path, discussed ethical issues in civic society. She discussed concerns about the health conditions in a jail and claimed that ICE had no proper plan. She reviewed the requirements for jail conditions according to the Geneva Convention. She encouraged the City of Chanhassen to consider a policy about how it would respond to situations similar to what took place at Avienda. FIRE DEPARTMENT/LAW ENFORCEMENT UPDATES. None. PUBLIC HEARINGS. 1. Resolution 2026-22: Accept the Bids and Award the Contract for the 2026 Great Plains Blvd/Lake Drive East Rehabilitation Project No. 26-02; and Resolution 2026-23: Adopt Final Assessment Roll for the 2026 Great Plains Blvd/Lake Drive East Rehabilitation Project No. 26-02. George Bender, Assistant City Engineer, reviewed the project schedule for the 2026 Great Plains Boulevard/Lake Drive East Rehabilitation Project. He discussed the project area and scope and reviewed the public engagement efforts. He noted that there was general support for the project, but discussed concerns regarding pedestrian connectivity, pedestrian crossing safety, property impacts, traffic access, and assessment amounts. He reviewed the intersection control at Great Plains Lake Drive East and said that the 4-way stop-controlled intersection was less costly while meeting the level of service. He reviewed the four bids for the project and stated that it came out underneath the engineer’s estimate. He explained the final assessment amounts per property and said that the total assessed amount was $474,000. Acting Mayor Kimber opened the public hearing. There were no public comments. Councilmember von Oven moved, Councilmember Schubert seconded that the Chanhassen City Council close the public hearing. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. Acting Mayor Kimber closed the public hearing. Councilmember Schubert moved, Councilmember McDonald seconded that the Chanhassen City Council adopts a resolution accepting bids and awarding the contract, 76 City Council Minutes – March 23, 2026 4 and also adopts a resolution adopting the final assessment roll for the 2026 Great Plains Blvd/Lake Dr East Rehabilitation Project No. 26-02. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. GENERAL BUSINESS. None. COUNCIL PRESENTATIONS. Councilmember McDonald stated that there were conversations at the State Capitol about eliminating the Opt-Outs. He discussed the sales tax paid by the county for transportation and said that Southwest Transit meets the needs of the community. He commented that if the opt-outs were eliminated, Metro Transit would take over the transportation, and its focus would not be to maintain the current services. He encouraged residents and users of transportation to write a letter to the legislature to express their feelings about the locally provided transportation system. Acting Mayor Kimber stated that this change would have a major impact on the community. ADMINISTRATIVE PRESENTATIONS. 1. 2025 Fire Department Annual Report Laurie Hokkanen, City Manager, encouraged individuals to read the two reports to understand services provided in the community. 2. 2025 Building Department Annual Report CORRESPONDENCE DISCUSSION. None. Councilmember Schubert moved, Councilmember von Oven seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 7:50 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 77 City Council Item April 13, 2026 Item Approve City Council Work Session Meeting Minutes dated March 23, 2026 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Work Session Meeting minutes dated March 23, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Chanhassen City Council approve the City Council Work Session Meeting minutes dated March 23, 2026. 78 ATTACHMENTS City Council Work Session Meeting minutes dated March 23, 2026 79 City Council Work Session Minutes – March 23, 2026 1 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES March 23, 2026 Acting Mayor Kimber called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Councilmember McDonald, Councilmember von Oven, Councilmember Kimber, Councilmember Schubert COUNCIL MEMBERS ABSENT: Mayor Ryan STAFF PRESENT: Laurie Hokkanen, City Manager; Charlie Howley, Public Works Director/City Engineer; Patrick Gavin, Communications Manager; Eric Maass, Community Development Director; Jerry Ruegemer, Parks Director; Kelly Grinnell, Finance Director; Jenny Potter, City Clerk PUBLIC PRESENT: Keving Green, Thielen & Green; Amanda Preisler, Thielen & Green; Bill Katter, Hempel; Rick McKelvey, Hempel; Sonja Dusil, Hempel; Josh McKinney, Measusure Environmental Commission Interviews The City Council conducted interviews for applicants seeking appointment to the Environmental Commission. Avienda Update Eric Maass, Community Development Director, introduced a group from Thielen & Green Architects, Hempel Real Estate, and Measure Civil Engineering to provide a proposed revised sketch site plan for the retail portion of the Avienda Development. The revised concept centers around a traditional retail layout anchored by a grocery store, along with a mix of retail, restaurant, and service uses. The site is organized into three general areas: a northern retail zone, a central “entertainment zone” built around a pond and public gathering space, and a southern area focused on quick-stop retail and drive-through uses. The central area is designed to serve as a focal point, with walking paths, boardwalk elements, and flexible plaza space intended for events and everyday use. A significant portion of the discussion focused on stormwater management challenges. The development team identified a substantial shortfall in required stormwater capacity, requiring a larger pond system and additional green space to manage runoff from both the site and surrounding properties. Councilmembers asked questions about the scale of the issue and raised questions about feasibility, parking layout, and how these constraints may shape the overall design. Councilmembers also noted the proposed location of a carwash and questioned if that was an appropriate location within Avienda for a car wash due to the large amount of space it occupied as well as whether or not a car wash was appropriate for Avienda. 80 City Council Work Session Minutes – March 23, 2026 2 The development team plans to refine the proposal and submit a formal application in early April. Acting Mayor Kimber recessed the work session at 6:54 P.M. Acting Mayor Kimber reconvened the work session at 7:56 P.M. Lake Ann Park Preserve – Next Steps Jerry Ruegemer, Parks Director, discussed next steps for the Lake Ann Park Preserve, focusing on the southwest trail corridor between boardwalks A and B. This discussion followed a February 24 meeting of the Park and Recreation Commission, where commissioners reviewed the project and provided input on how the corridor should move forward. Mr. Ruegemer outlined several options that had been evaluated, including pursuing a Phase III analysis to attempt to build through the identified archaeological site, adjusting the trail alignment, or paving up to the site and leaving a gap. Each option presented challenges, particularly related to cost, long-term maintenance, and uncertainty around gaining approval. Cost estimates for additional study and analysis ranged widely, and there is no guarantee that further investment would result in an approved trail connection. The Park and Recreation Commission ultimately recommended delaying construction of the southern trail segment and leaving the existing natural trail in place. Commissioners expressed a preference to avoid additional spending on Phase III analysis, supported maintaining a mix of paved and natural trails, and emphasized the importance of continuing progress on completed portions of the project, including the northern trail and parking improvements. The City Council discussion reflected similar themes, including concern about continuing to invest in an uncertain approval process. Members also discussed potential alternative uses for remaining project funds, such as wayfinding signage, natural play features, or other park improvements. Staff noted that the natural trail would remain as it exists in its current state today but would not be maintained in the winter. Overall, the City Council indicated support for pausing further investment in the southern segment at this time, while leaving open the possibility of revisiting the connection in the future as conditions change. The northern trail segment and Greenwood Shores parking lot remain on track for completion this fall. Acting Mayor Kimber adjourned the work session at 8:31 P.M. Submitted by Laurie Hokkanen City Manager Prepared by Jenny Potter City Clerk 81 City Council Item April 13, 2026 Item Receive Park and Recreation Commission Minutes dated February 24, 2026 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Commission minutes dated February 24, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 82 Park and Recreation Commission minutes dated February 24, 2026 83 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES FEBRUARY 24, 2026 Vice Chair Morgan called the meeting to order at 6:04 p.m. MEMBERS PRESENT: Rob Swanson; Sean Morgan; Emily Nagel; Kurt Scheppmann; Clara Christenson, youth. MEMBERS ABSENT: Michael Leisen; Kristin Fulkerson; and Nora Nashawaty. STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Priya Wall, Recreation Manager; and Kelly Grinnell, Finance Director. PUBLIC PRESENT: Jen Desrude, SEH APPROVAL OF AGENDA: Commissioner Morgan moved, Commissioner Scheppmann seconded to approve the agenda as presented, with the addition of an Update from the Civic Campus Grand Opening Sub-Committee under the Commission Member Committee Reports. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC ANNOUNCEMENTS: None. VISITOR PRESENTATIONS: None. APPROVAL OF MINUTES: 1. Approve Park & Recreation Minutes dated January 27, 2026 Commissioner Swanson moved, Youth Commissioner Christenson seconded to approve the minutes of the Park and Recreation Commission meeting dated January 27, 2026 as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS: 1. Park Renovation Fund Budget Overview Jerry Ruegemer, Park and Recreation Director, introduced Kelly Grinnell, Finance Director, to give a presentation of the Park Renovation Fund Budget. He provided a history of how the Park Recreation Fund had been funded since 2018. 84 Park and Recreation Commission Minutes – February 24, 2026 2 Kelly Grinnell, Finance Director, provided a summary of the Park Renovation Fund and the Park Dedication Fund. She explained how the Park Renovation Fund received revenue and noted that there were multiple projects over the last five years. She summarized the fund balance until 2033. Commissioner Swanson asked about how the fund balance jumped in 2028 and if the amount had already been approved in the levy. Ms. Grinnell answered that the 2026 levy had been approved, and the City Council had seen the levy number projections for future years. Ms. Grinnell said another potential funding source would be for the Lake Ann Park Preserve Trails. They would need to discuss potential projects. Commissioner Nagel asked what year the decision would be made. Ms. Grinnell thought it would be made in 2026. Mr. Ruegemer shared that they were hopeful that the City Council would dedicate the extra funding to extra park projects. Ms. Grinnell reviewed potential projects that could use the funds. Commissioner Nagel asked if there were projections for the Park Dedication Funds. Ms. Grinnell answered that they project roughly $200,000 a year that was not dedicated to the Community Center. Mr. Ruegemer said that the development had slowed, but any money coming into the Park Dedication Funds was earmarked for specific projects. Commissioner Christenson asked if the funds were open for donations. Mr. Ruegemer confirmed this information. 2. Lake Ann Park Preserve Next Steps for Southern Trail Segment Mr. Ruegemer reviewed the next steps for the Lake Ann Park Preserve. He introduced Jen Desrude from SEH. He summarized the project progress and discussed the three archaeological sites identified. He explained the plans submitted to the State Historical Preservation Office for the archeological sites and discussed the cap-and-fill approach. The city moved forward with bidding for the North Trail and the parking lot with Greenwood Shores, and they received numerous bids for the projects. He said many of the trees being removed were scrub or ash trees to clear space for the ten-foot trail. Vice Chair Morgan asked about park closures during construction. Mr. Ruegemer answered that during boardwalk construction, they had signage out there. They would close the areas with construction activities. 85 Park and Recreation Commission Minutes – February 24, 2026 3 Commissioner Scheppmann asked if the savings were due to the reduction in scope. Ms. Desrude answered that it was just for phase two of the project. Mr. Ruegemer said that phase three was open-ended and would require at least $30,000 to develop a plan before submitting it to the State Historical Preservation Office for approval. He said this could be a potential recommendation to the City Council, and the Park and Recreation Commission would like to move forward with phase three. They could also pave up to the archeological area and leave it natural at the site, but that would make maintenance difficult. They could explore additional routes to avoid the archeological artifact area, but would have to restart the project plans. Vice Chair Morgan asked for an estimate of the total costs associated with the southern trail segment and the process with the State Historical Preservation Office. Mr. Ruegemer answered that the process significantly delayed the project by up to two years, and they spent a significant amount of funds on consulting fees. Commissioner Swanson asked if they got any feedback from the State Historical Preservation Office. Ms. Desrude answered that they do not provide ideas to move forward. They were hopeful they could have a conversation about the cap-and-fill approach, but they needed to submit information in a letter for approval. Mr. Ruegemer said that they still had a goal for a trail to go around Lake Ann Park Preserve, but they did not know the timeline. Commissioner Swanson asked if they paused the project and if they could pick up where they left off. Mr. Ruegemer answered that for new sections of trail, they would not seek grants for the project. Commissioner Nagel asked if working with the State Historical Preservation Office in the future would apply. Mr. Ruegemer responded that he hoped that the State Historical Preservation Office for new sections would not apply if it was completed through city funds. Commissioner Nagel asked if there were any financial impacts other than reallocating funds from the project. Mr. Ruegemer answered that there would not be any other financial impacts. He said any work moving forward would be on the city’s dime. Commissioner Scheppmann asked if they paused the south section of the project, it would not be contingent on the grant. Mr. Ruegemer responded that since they received the grant funds, it was an open-door for other state agencies to review the project. Vice Chair Morgan asked about the option to pave up to the archeological site and the problems with access and maintenance. Mr. Ruegemer answered that the boardwalks were built to a certain 86 Park and Recreation Commission Minutes – February 24, 2026 4 spec, and they could all handle pick-up trucks. He noted that the difficulty would be maintaining a three-foot natural trail in the winter. Vice Chair Morgan discussed the difficulty of making a recommendation to move forward because the alternative options were budgetary abstract. He discussed the risk in the context of the current significant financial investment. Youth Commissioner Christenson agreed with Vice Chair Morgan and did not want to invest more money in the project at the time. Commissioner Scheppmann said that they could not discount the current natural trails. He suggested pausing the project. Commissioner Swanson said that they did not want to slow down progress on the north trail or the parking lot, especially since there would still be an unpaved trail that residents could utilize. Commissioner Nagel suggested revisiting the conversation when the future of the south part of the property is clearer. She said it would be beneficial if maps would clearly mark unpaved trails. She asked if a paved trail had to be maintained in the winter. Mr. Ruegemer responded that it was the desire of the city for it to be maintained, but it was not a requirement. Commissioner Scheppmann asked if it would make sense to earmark $75,000 to $100,000 for the potential to reroute the project in the future. Mr. Ruegemer answered that if they rerouted, they would go more north. He said the current section was costly and the extra funds could be reallocated to other projects. Ms. Desrude said she did not know if it was a true savings for the cost estimate in 2026, since there was inflation since 2024. She stated that the rerouting would entail starting over with the survey and design. Commissioner Scheppmann moved, Commissioner Swanson seconded to delay the portion of the southern trail and put that to future City Council and Park and Recreation Commission decision. Mr. Ruegemer asked if they would like to put anything into the motion about revisiting the project when the Lake Ann Trail was going along the lake. Commissioner Scheppmann moved, Commissioner Swanson seconded to delay the construction portion of the southern trail and leave the decision to future City Council and Park and Recreation Commission decision at the time the trail continues along the entire length of Lake Ann, and to leave the current south trail in its current existence today. All voted in favor and the motion carried unanimously 5 to 0. 87 Park and Recreation Commission Minutes – February 24, 2026 5 REPORTS: 1. February Festival Evaluation Priya Wall, Recreation Manager, evaluated the annual February Festival on February 7th. She reviewed the ice fishing contest, the fishing contest marshals, the food and drink concessions, the t-fiber title sponsor, the door prizes, bonfires, s’mores and bait sales, snowshoeing demo hikes, kids’ bingo, skating rink, horse-drawn wagon rides, snow-ga, and medallion hunt. She discussed the different advertising approaches since the Sun Sailer was no longer an option. COMMISSION MEMBER COMMITTEE REPORTS: Vice Chair Morgan discussed the issue-specific subcommittees discussed in January. They plan to use the Commission Member Committee Reports item to provide updates. Commissioner Nagel reviewed the discussion to consider grand-opening activities for the Civic Campus. Youth Commissioner Christenson said they wanted to ensure the community had buy-in for the grand opening. They suggested a donation that people could complete for a memorialized brick or tile. She discussed the potential of a pickleball tournament to get residents involved. She discussed a ribbon-cutting for the splashpad with ice cream for families. She suggested tours for residents. Commissioner Nagel suggested collaboration with the library and additional events to memorialize other holidays. She also suggested considering a National Night Out Event and a fall festival. Vice Chair Morgan thanked them for considering ideas for the Civic Campus. COMMISSION MEMBER PRESENTATIONS: Commissioner Scheppmann asked if they would discuss replacement projects for the Park Renovation Fund Budget. Mr. Ruegemer suggested that when there was a full group present, they would revisit the conversation. He encouraged them to look at the playgrounds and when they were scheduled to be replaced. Commissioner Scheppmann asked for clarification on the budget. Mr. Ruegemer answered that they could have priorities a and b. If they have extra park dedication fees, they could utilize those funds for new projects or equipment. He suggested starting with the identified tax levies. He did not know how the City Council would spend the extra funds from the Lake Ann Park Preserve, because it was general fund money. He said if they want to do playgrounds in 2026, those decisions needed to be made sooner because of the lead time. They would still have time to go 88 Park and Recreation Commission Minutes – February 24, 2026 6 through this process for 2026. They had time to identify the priority list before the budget process in the summer for the City Council’s consideration. Commissioner Nagel asked if there was any public input when considering the priorities. Mr. Ruegemer answered that the list provided was developed during the Park Referendum Task Force. He suggested asking neighbors and acquaintances for additional feedback. ADMINISTRATIVE PRESENTATIONS: None. ADJOURNMENT: Commissioner Swanson moved, Commissioner Nagel seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Park and Recreation Commission meeting was adjourned at 7:42 p.m. Submitted by Jerry Ruegemer Park and Recreation Director 89 City Council Item April 13, 2026 Item Receive Planning Commission Minutes dated March 17, 2026 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated March 17, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION The City Council receives the Planning Commission minutes dated March 17, 2026. ATTACHMENTS 90 Planning Commission minutes dated March 17, 2026 91 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES MARCH 17, 2026 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Vice Chair Steve Jobe, Jeremy Rosengren, Ryan Soller, Mike Olmstead, Dave Grover, and Katie Trevena. MEMBERS ABSENT: None. STAFF PRESENT: Rachel Jeske, Planner; and Eric Maass, Community Development Director. PUBLIC PRESENT: Ron Spoden ATSR Paul Bourgeois Minnetonka School District PUBLIC HEARINGS: 1. Consider Recommendation for Site Plan Approval for Minnetonka Middle School West Facility Additions (#26-04) Planner Rachel Jeske reviewed the development location and noted that the current zoning designation was office & institutional, and the land use in the 2040 Land Use Plan is public/semi-public. She summarized the completed communication, including a proposed development sign placed on the property, a neighborhood meeting, an email sent to the proposed development group, postcards sent to nearby properties, and a public hearing notice posted in the Sun Sailor. She explained the city’s discretion in approving or denying a site plan. She summarized the site plan and explained the proposed classroom additions, gymnasium addition, and athletic facilities. She reviewed the landscaping and the mechanical equipment screening for the site plan. She summarized the parking spaces required for the building. She provided an overview of the existing grading and drainage conditions for the property and explained the proposed two surface filtration basins and one sand filtration section located under the turf field. Commissioner Jobe asked if they were losing parking spaces based on the setback requirements. Ms. Jeske confirmed this information but clarified that they would be required to relocate them elsewhere on the property. Paul Bourgeois, Minnetonka School District, thanked the staff for considering the proposal. He noted that the Facilities Task Force provided recommendations that they were hoping to implement. They were open to modifications if necessary. Chairman Noyes opened the public hearing. There were no public comments. 92 Planning Commission Minutes – March 17, 2026 2 Chairman Noyes closed the public hearing. Commissioner Olmstead moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends approval of the requested site plan for building additions and site alterations to Minnetonka Middle School West, subject to the conditions listed in the staff report, and adopts the Findings of Fact and Recommendation. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MARCH 3, 2026 Commissioner Trevena moved, Commissioner Grover seconded to approve the Chanhassen Planning Commission summary minutes dated March 3, 2026, as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. CITY COUNCIL ACTION UPDATE: Community Development Director Eric Maass told the commissioners that the 2050 Comprehensive Plan Request for Proposals was currently out for review and consideration by private consulting firms. The city has received questions from consulting firms asking questions about the request for proposal. He will provide additional information when possible. The plan is to hire a firm through the request for proposal by May. He also stated the Avienda development team would provide an update to the City Council on Monday, March 23. ADJOURNMENT: Commissioner Soller moved, Commissioner Trevena seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 6:15 p.m. Submitted by Eric Maass Community Development Director 93 City Council Item April 13, 2026 Item Receive Commission on Aging Minutes dated February 20, 2026 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Senior Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Commission on Aging Minutes dated February 20, 2026." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 94 Commission on Aging Minutes dated February 20, 2026 95 Chanhassen Commission on Aging, February 20, 2026 Commissioner Mobley called the meeting to order at 10:00 a.m. MEMBERS’ PRESENT: Vice Chair Phyllis Mobley, Jane Bender, Janet Dean, Beth Mason, Barbara Solum, Chair Jim Camarata (remote) MEMBERS ABSENT: Gwen Block. Bill Monn GUESTS PRESENT: Lee Ann Eiden, Senior Community Services; Linnea Fonnest, Chanhassen Library APPROVAL OF AGENDA: The commissioners reviewed the agenda. Commissioner Mason made a motion to approve. Commissioner Solum made a second. All members voted in favor; the motion was carried. APPROVAL OF MINUTES: January 16, 2026, minutes were reviewed electronically by all commissioners. Commissioner Dean motioned to approve the agenda. Commissioner Monn seconded. All members voted in favor; the motion was carried. GENERAL BUSINESS: Commissioner Check-In and Sub-Committees Commissioner Mobley reported on two virtual educational sessions she recently attended. One was a recap of Medicare related resources and included updates about advantage plans and Medicare program information. The second was “Consider the Caregiver” which focused on helping caregivers find resources, contacts and virtual support in their journey. Lee Ann Eiden commented on resources available through Senior Community Resources programs. Discussion moved to promoting these types of resources through social media and online news options. Mobley discussed the upcoming educational session set for March 10, 3-4pm at the Senior Center called “Is it My Memory” with brain specialist Janie Horn. Commissioners were encouraged to attend and invite others as well. Commissioner Dean discussed the upcoming Advanced Directives Training hosted by the Commission who invited all Carver County senior commissions and advisory boards. It is scheduled for Thursday, March 19. Carver County Office of Aging is sponsoring lunch. Details of the day were discussed. Commissioners will help host and serve. Blazanin spoke for Commissioner Monn, who was unable to attend, about a SW Transit field trip demonstration to the airport which is now scheduled for June 11. Details will go out in the next Connection Brochure and on the Senior Center website. 96 Blazanin noted Commissioner Mason and Commissioner Solum were reappointment to the Commission by City Council for another term. The Council also appointed Sharon Cooprider to participate as a non-voting member. She will be invited to the March meeting. VISITOR PRESENTATIONS: Carver County Health and Human Services, Office of Aging, Kara Cassidy Kara Cassidy was not in attendance Chanhassen Senior Center Upcoming Programs, Mary Blazanin Blazanin shared program plans for the Chanhassen Senior Center for late spring and early summer. She noted her last day at the Senior Center will be May 1, as she is retiring. Senior Community Services Update, LeeAnn Eiden, Social Worker LeeAnn shared information on Senior Community Services programs, providing caregiver coaching, family meetings, virtual support, in person support groups, and a Memory Café program at Carver Ridge Senior Living. Chanhassen Library, Linnea Fonnest Linnea provided an overview of current and upcoming programs, forums, and library events. She noted another associate will be assisting with Adult Programming over the next few months as well. OTHER DISCUSSION Blazanin reported that Revitalizing Veterans Dreams will attend the Memorial Day Ceremony and Helping Paws – Veteran’s Service Dog Training Organization, will be the donation organization for the 4th of July Bingo tent this year. She also discussed getting donation request emails out this year instead of letters. Commissioner Bender offered to assist in that process. ADJOURNMENT Commissioner Mason made a motion to adjourn. Commissioner Solum seconded. All members voted in favor; the meeting was adjourned at 11:05am. Submitted by Mary Blazanin, Senior Center Coordinator 97 City Council Item April 13, 2026 Item Approve Claims Paid dated April 13, 2026 File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated April 13, 2026." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on April 13, 2026: Total Claims $2,409,461.34 BUDGET RECOMMENDATION 98 ATTACHMENTS Payment Summary Payment Detail 99 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount CENTERPOINT ENERGY MINNEGASCO 03/18/2026 0.00 22,060.90 CenturyLink 03/18/2026 0.00 64.00 CITY OF CHANHASSEN-PETTY CASH 03/18/2026 0.00 7.00 HOISINGTON KOEGLER GROUP 03/18/2026 0.00 4,600.00 Jason & Karen Peterson 03/18/2026 0.00 1,350.00 MN DEPT OF HEALTH 03/18/2026 0.00 33,312.00 MN Pollution Control Agency 03/18/2026 0.00 23.00 NOVEL SOLAR THREE, LLC 03/18/2026 0.00 6,150.77 Rose Music Service 03/18/2026 0.00 200.00 24 Seven Events & Marketing Inc 03/19/2026 0.00 400.00 Abdo LLP 03/19/2026 0.00 2,055.00 Allegra Print & Imaging 03/19/2026 0.00 44.27 ARAMARK Refreshment Services, LLC 03/19/2026 0.00 1,746.08 Ascensus 03/19/2026 0.00 2,700.00 BOLTON & MENK INC 03/19/2026 0.00 160,552.50 Cintas Corporation No. 2 03/19/2026 0.00 41.58 CNH Architects, Ltd 03/19/2026 0.00 7,708.00 Continua Interiors of Minnesota LLC 03/19/2026 0.00 2,956.49 CROWN COLLEGE 03/19/2026 0.00 750.00 Engel Water Testing Inc 03/19/2026 0.00 1,215.00 ESS BROTHERS & SONS INC 03/19/2026 0.00 186.00 Ferguson Waterworks #2518 03/19/2026 0.00 1,384.75 Fire House Innovations LI Inc 03/19/2026 0.00 9,330.00 Fobbe Electric Inc 03/19/2026 0.00 21,950.00 GOPHER STATE ONE-CALL INC 03/19/2026 0.00 179.55 GRAYBAR 03/19/2026 0.00 582.48 GREEN MEADOWS INC 03/19/2026 0.00 299.25 HAWKINS CHEMICAL 03/19/2026 0.00 2,462.42 HealthPartners, Inc. 03/19/2026 0.00 108,457.23 HENNEPIN COUNTY FIRE CHIEF'S ASSN 03/19/2026 0.00 650.00 Hydra Power Hydraulics Inc 03/19/2026 0.00 178.96 I & S Group, Inc 03/19/2026 0.00 5,521.05 Jane Horn 03/19/2026 0.00 100.00 Juli Al-Hilwani 03/19/2026 0.00 787.50 KIMLEY HORN AND ASSOCIATES INC 03/19/2026 0.00 98,198.40 LEAGUE OF MN CITIES INS TRUST 03/19/2026 0.00 119,547.00 Lockridge Grindal Nauen P.L.L.P 03/19/2026 0.00 3,333.33 LVC Companies Inc 03/19/2026 0.00 480.00 MERLINS ACE HARDWARE 03/19/2026 0.00 546.00 METROPOLITAN COUNCIL 03/19/2026 0.00 269,780.61 METROPOLITAN MECHANICAL CONT 03/19/2026 0.00 3,928.17 MN DEPT OF LABOR AND INDUSTRY 03/19/2026 0.00 50.00 MTI DISTRIBUTING INC 03/19/2026 0.00 91,479.54 NTC Homes Inc 03/19/2026 0.00 500.00 Page 1 of 3 100 Vendor Name Check Date Void Checks Check Amount NvoicePay 03/19/2026 0.00 715.64 NYSTROM PUBLISHING COMPANY INC 03/19/2026 0.00 2,839.01 PRECISE MRM LLC 03/19/2026 0.00 315.00 Pro-Tec Design, Inc. 03/19/2026 0.00 7,283.84 ROADKILL ANIMAL CONTROL 03/19/2026 0.00 129.00 SOFTWARE HOUSE INTERNATIONAL 03/19/2026 0.00 3,911.00 Springbrook 03/19/2026 0.00 372.60 SRF CONSULTING GROUP INC 03/19/2026 0.00 899.68 SUMMIT FIRE PROTECTION 03/19/2026 0.00 793.80 Sustainable Investment Group LLC 03/19/2026 0.00 3,528.00 Thomas Knox 03/19/2026 0.00 588.00 TimeSaver Off Site Secretarial, Inc 03/19/2026 0.00 1,097.50 Val Roder / Olivine Yoga LLC 03/19/2026 0.00 200.00 Waste Management of Minnesota, Inc 03/19/2026 0.00 1,362.39 ASPEN MILLS 03/25/2026 0.00 247.01 Blackburn Manufacturing Company 03/25/2026 0.00 511.60 BROADWAY AWARDS 03/25/2026 0.00 177.57 CAMPBELL KNUTSON 03/25/2026 0.00 14,462.24 Carver County 03/25/2026 0.00 2,281.99 CARVER COUNTY LICENSE CENTER 03/25/2026 0.00 1,979.43 CenturyLink 03/25/2026 0.00 65.35 David Jones 03/25/2026 0.00 125.00 DAYCO CONCRETE COMPANY 03/25/2026 0.00 33,107.50 DEM-CON LANDFILL 03/25/2026 0.00 462.68 ECM PUBLISHERS INC 03/25/2026 0.00 131.20 EPA Audio Visual Inc 03/25/2026 0.00 2,980.80 Ferguson Waterworks #2518 03/25/2026 0.00 32,199.53 GRAYBAR 03/25/2026 0.00 308.28 Hudson Pike 03/25/2026 0.00 26.75 Innovative Office Solutions LLC 03/25/2026 0.00 72.75 KELLINGTON CONSTRUCTION 03/25/2026 0.00 34,849.34 Kraus-Anderson Construction Company 03/25/2026 0.00 51,656.48 LVC Companies Inc 03/25/2026 0.00 1,020.00 Macqueen Emergency Group 03/25/2026 0.00 1,220.00 Marco Inc 03/25/2026 0.00 1,845.00 Mary Blazanin 03/25/2026 0.00 304.24 Metro Garage Door Company 03/25/2026 0.00 3,434.96 METROPOLITAN MECHANICAL CONT 03/25/2026 0.00 2,210.96 MIDWEST LUBE INC 03/25/2026 0.00 365.50 Milestone Auto Inc. 03/25/2026 0.00 260.00 Minnesota Roadways Co 03/25/2026 0.00 1,800.25 Minuteman Press 03/25/2026 0.00 70.00 MN VALLEY ELECTRIC COOP 03/25/2026 0.00 446.06 Mulcahy Nickolaus LLC 03/25/2026 0.00 9,488.79 NEWMAN SIGNS INC 03/25/2026 0.00 453.51 OLSEN COMPANIES 03/25/2026 0.00 616.20 PALMER WEST CONSTRUCTION 03/25/2026 0.00 100,046.40 Park Construction Co 03/25/2026 0.00 393,657.63 Priya Wall 03/25/2026 0.00 400.00 Reem Danial 03/25/2026 0.00 226.80 Rent N Save Portable Services 03/25/2026 0.00 1,157.75 Ryan Contracting Company 03/25/2026 0.00 98,212.82 St. Croix Recreation Fun Playgrounds Inc 03/25/2026 0.00 206.93 Page 2 of 3 101 Vendor Name Check Date Void Checks Check Amount TBEI, Inc 03/25/2026 0.00 114,996.00 True North Controls 03/25/2026 0.00 116.00 UNIQUE PAVING MATERIALS 03/25/2026 0.00 867.75 XCEL ENERGY INC 03/25/2026 0.00 10,413.70 Zack Conway 03/25/2026 0.00 29.25 CENTURYLINK 04/01/2026 0.00 372.57 IUOE Local #49 04/01/2026 0.00 770.00 Jamie Marsh 04/01/2026 0.00 43.79 Laurie A. Hokkanen 04/01/2026 0.00 117.47 MN NCPERS LIFE INSURANCE 04/01/2026 0.00 160.00 MN VALLEY ELECTRIC COOP 04/01/2026 0.00 7,684.90 Nokomis Energy, LLC 04/01/2026 0.00 5,287.30 VERIZON WIRELESS 04/01/2026 0.00 190.16 XCEL ENERGY INC 04/01/2026 0.00 29,998.46 Acme Electric Motor, Inc 04/02/2026 0.00 238.99 American Family Life Assurance Company of Columbus 04/02/2026 0.00 85.02 Boarman Kroos Vogel Group Inc 04/02/2026 0.00 369,133.20 BROADWAY AWARDS 04/02/2026 0.00 78.52 Carver County 04/02/2026 0.00 375.00 Colonial Life & Accident Insurance Co 04/02/2026 0.00 91.26 COMPUTER INTEGRATION TECHN. 04/02/2026 0.00 216.00 Curt Mattern 04/02/2026 0.00 75.00 DAKOTA SUPPLY GROUP 04/02/2026 0.00 3,521.46 Engel Water Testing Inc 04/02/2026 0.00 1,170.00 Fidelity Security Life 04/02/2026 0.00 44.75 HAWKINS CHEMICAL 04/02/2026 0.00 10.00 Holly Wood 04/02/2026 0.00 847.50 Innovative Office Solutions LLC 04/02/2026 0.00 58.77 Interstate All Battery Center 04/02/2026 0.00 157.20 Juli Al-Hilwani 04/02/2026 0.00 499.50 KATH FUEL OIL SERVICE 04/02/2026 0.00 13,114.90 KENNEDY & GRAVEN, CHARTERED 04/02/2026 0.00 192.00 METROPOLITAN MECHANICAL CONT 04/02/2026 0.00 3,558.94 MINNESOTA RURAL WATER ASSN 04/02/2026 0.00 425.00 Minuteman Press 04/02/2026 0.00 55.00 MN DEPT OF TRANSPORTATION 04/02/2026 0.00 897.17 MN FIRE SERVICE CERTIFICATION BOARD 04/02/2026 0.00 393.00 Motion Picture Licensing Corporation 04/02/2026 0.00 515.67 North Country Chevrolet 04/02/2026 0.00 28,079.00 Patrick LaVone 04/02/2026 0.00 440.00 PDCM/SCSU-DDP 04/02/2026 0.00 687.00 Pro-Tree Outdoor Services 04/02/2026 0.00 4,713.80 SCOTT COUNTY TREASURER 04/02/2026 0.00 2,100.00 Senja Inc 04/02/2026 0.00 316.80 USA BLUE BOOK 04/02/2026 0.00 1,349.95 Report Total:2,409,461.34 Page 3 of 3 102 AP Check Detail User: dwashburn@chanhassenmn.gov Printed: 4/3/2026 2:22:40 PM Last Name Acct 1 Amount Check Date Description 24 Seven Events & Marketing Inc 101-1620-4345 400.00 3/19/2026 June 18 Concert Series performance deposit 400.00 3/19/2026 24 Seven Events & Marketing Inc 400.00 Abdo LLP 101-1130-4300 2,055.00 3/19/2026 Relief benefit calculations 2,055.00 3/19/2026 Abdo LLP 2,055.00 Acme Electric Motor, Inc 701-0000-4260 179.00 4/2/2026 caulk gun for sealing manhole rings Acme Electric Motor, Inc 701-0000-4260 59.99 4/2/2026 caulk gun for sealing manhole rings 238.99 4/2/2026 Acme Electric Motor, Inc 238.99 Al-Hilwani Juli 101-1530-4347 712.50 3/19/2026 10 Blackmum 10 Scholder 3 Roeser Al-Hilwani Juli 101-1539-4343 75.00 3/19/2026 Beyond Beginner Pickleball 3/8/26 787.50 3/19/2026 Al-Hilwani Juli 101-1539-4343 75.00 4/2/2026 Beginner Pickleball 4/3 Al-Hilwani Juli 101-1530-4347 424.50 4/2/2026 2 Skallman singles Bode and Flolid 5 pack 499.50 4/2/2026 AP - Check Detail (4/3/2026)Page 1 of 26 103 Last Name Acct 1 Amount Check Date Description Al-Hilwani Juli 1,287.00 Allegra Print & Imaging 101-1120-4110 44.27 3/19/2026 Food Donation Sign 44.27 3/19/2026 Allegra Print & Imaging 44.27 American Family Life Assurance Company of Columbus 101-0000-2008 85.02 4/2/2026 March premium 85.02 4/2/2026 American Family Life Assurance Company of Columbus 85.02 ARAMARK Refreshment Services, LLC 101-1120-4112 507.46 3/19/2026 Public Works Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4112 231.93 3/19/2026 Fire Station Coffee Order ARAMARK Refreshment Services, LLC 101-1120-4112 469.34 3/19/2026 City Hall Coffee Order ARAMARK Refreshment Services, LLC 101-1560-4112 91.25 3/19/2026 Senior Center Coffee ARAMARK Refreshment Services, LLC 101-1120-4113 109.38 3/19/2026 Bevi ARAMARK Refreshment Services, LLC 101-1120-4112 104.79 3/19/2026 Water Filter for Fire ARAMARK Refreshment Services, LLC 101-1120-4113 150.00 3/19/2026 Bevi Rental ARAMARK Refreshment Services, LLC 101-1120-4112 81.93 3/19/2026 Public Works Water Filter For Coffee 1,746.08 3/19/2026 ARAMARK Refreshment Services, LLC 1,746.08 Ascensus 101-1130-4301 2,700.00 3/19/2026 FY 2025 GASB 75 Report 2,700.00 3/19/2026 Ascensus 2,700.00 ASPEN MILLS 101-1220-4240 169.70 3/25/2026 New hire badges ASPEN MILLS 101-1220-4240 77.31 3/25/2026 New hire uniforms 247.01 3/25/2026 AP - Check Detail (4/3/2026)Page 2 of 26 104 Last Name Acct 1 Amount Check Date Description ASPEN MILLS 247.01 Blackburn Manufacturing Company 701-0000-4150 255.80 3/25/2026 locating supplies Blackburn Manufacturing Company 700-0000-4150 255.80 3/25/2026 locating supplies 511.60 3/25/2026 Blackburn Manufacturing Company 511.60 Blazanin Mary 101-1560-4112 76.35 3/25/2026 Cooking class & St Pats supplies Blazanin Mary 101-1560-4120 227.89 3/25/2026 Kitchen Pots & Pans + tax 304.24 3/25/2026 Blazanin Mary 304.24 Boarman Kroos Vogel Group Inc 416-0000-4300 369,133.20 4/2/2026 Community Center A/E services 369,133.20 4/2/2026 Boarman Kroos Vogel Group Inc 369,133.20 BOLTON & MENK INC 700-6053-4303 15,693.90 3/19/2026 Water @ 10% BOLTON & MENK INC 701-6053-4303 12,555.12 3/19/2026 Sanitary @ 8% BOLTON & MENK INC 700-6048-4300 469.75 3/19/2026 Water @ 13% BOLTON & MENK INC 601-6048-4300 2,421.05 3/19/2026 PMP @ 67% BOLTON & MENK INC 720-6048-4300 252.95 3/19/2026 Storm @ 7% BOLTON & MENK INC 601-6053-4303 94,163.40 3/19/2026 PMP @ 60% BOLTON & MENK INC 720-6053-4303 34,526.58 3/19/2026 Storm @ 22% BOLTON & MENK INC 701-6048-4300 469.75 3/19/2026 Sanitary @ 13% 160,552.50 3/19/2026 BOLTON & MENK INC 160,552.50 BROADWAY AWARDS 101-1120-4110 177.57 3/25/2026 Maple Leaf Awards AP - Check Detail (4/3/2026)Page 3 of 26 105 Last Name Acct 1 Amount Check Date Description 177.57 3/25/2026 BROADWAY AWARDS 101-1120-4110 45.26 4/2/2026 Name tags for new commissioners BROADWAY AWARDS 101-1120-4110 33.26 4/2/2026 Magnetic Name Badges 78.52 4/2/2026 BROADWAY AWARDS 256.09 CAMPBELL KNUTSON 101-1140-4302 14,462.24 3/25/2026 Legal services-February 2026 14,462.24 3/25/2026 CAMPBELL KNUTSON 14,462.24 Carver County 101-1210-4300 2,100.00 3/25/2026 Liquor License Renewal Background Checks Carver County 101-1170-4120 181.99 3/25/2026 Pressure Washer w/ Hose-Cost split with CCSO 2,281.99 3/25/2026 Carver County 101-1130-4301 375.00 4/2/2026 information request for audit 375.00 4/2/2026 Carver County 2,656.99 CARVER COUNTY LICENSE CENTER 400-4151-4704 1,979.43 3/25/2026 license and registration 1,979.43 3/25/2026 CARVER COUNTY LICENSE CENTER 1,979.43 CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 3,474.36 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 2,862.25 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1220-4321 1,330.76 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 881.14 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1530-4321 304.23 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 734.45 3/18/2026 Gas Charges AP - Check Detail (4/3/2026)Page 4 of 26 106 Last Name Acct 1 Amount Check Date Description CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 569.07 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 429.04 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 3,233.86 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 8,219.74 3/18/2026 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 22.00 3/18/2026 Gas Charges 22,060.90 3/18/2026 CENTERPOINT ENERGY MINNEGASCO 22,060.90 CenturyLink 701-0000-4310 32.00 3/18/2026 Telephone & Communication Charges CenturyLink 700-0000-4310 32.00 3/18/2026 Telephone & Communication Charges 64.00 3/18/2026 CenturyLink 700-7043-4310 65.35 3/25/2026 Telephone & Communication Charges 65.35 3/25/2026 CENTURYLINK 700-0000-4310 6.13 4/1/2026 Telephone & Communication Charges CENTURYLINK 101-1312-4310 49.06 4/1/2026 Telephone & Communication Charges CENTURYLINK 101-1550-4310 30.66 4/1/2026 Telephone & Communication Charges CENTURYLINK 700-7019-4310 155.15 4/1/2026 Telephone & Communication Charges CENTURYLINK 101-1540-4310 62.06 4/1/2026 Telephone & Communication Charges CENTURYLINK 701-0000-4310 6.13 4/1/2026 Telephone & Communication Charges CENTURYLINK 101-1170-4310 63.38 4/1/2026 Telephone & Communication Charges 372.57 4/1/2026 CENTURYLINK 501.92 Cintas Corporation No. 2 101-1320-4510 41.58 3/19/2026 first aid kits 41.58 3/19/2026 Cintas Corporation No. 2 41.58 CITY OF CHANHASSEN-PETTY CASH 101-1220-4510 3.00 3/18/2026 State Surcharge- Permit #2025-03158 CITY OF CHANHASSEN-PETTY CASH 700-0000-4550 4.00 3/18/2026 State Surcharge- Permit #2025-03009 AP - Check Detail (4/3/2026)Page 5 of 26 107 Last Name Acct 1 Amount Check Date Description 7.00 3/18/2026 CITY OF CHANHASSEN-PETTY CASH 7.00 CNH Architects, Ltd 402-4003-4300 7,708.00 3/19/2026 Fire station space needs analysis 7,708.00 3/19/2026 CNH Architects, Ltd 7,708.00 Colonial Life & Accident Insurance Co 701-0000-2008 15.30 4/2/2026 March premium Colonial Life & Accident Insurance Co 700-0000-2008 75.96 4/2/2026 March premium 91.26 4/2/2026 Colonial Life & Accident Insurance Co 91.26 COMPUTER INTEGRATION TECHN.101-1160-4211 216.00 4/2/2026 NCE Microsoft 365 G3 (GCC) Annual Paid Monthly 216.00 4/2/2026 COMPUTER INTEGRATION TECHN. 216.00 Continua Interiors of Minnesota LLC 414-4010-4702 2,956.49 3/19/2026 Furniture 2,956.49 3/19/2026 Continua Interiors of Minnesota LLC 2,956.49 Conway Zack 101-1550-4360 29.25 3/25/2026 CDL 29.25 3/25/2026 Conway Zack 29.25 CROWN COLLEGE 101-1220-4370 750.00 3/19/2026 Quarterly EMS training AP - Check Detail (4/3/2026)Page 6 of 26 108 Last Name Acct 1 Amount Check Date Description 750.00 3/19/2026 CROWN COLLEGE 750.00 DAKOTA SUPPLY GROUP 700-0000-4550 3,521.46 4/2/2026 water main reapir clamps 3,521.46 4/2/2026 DAKOTA SUPPLY GROUP 3,521.46 Danial Reem 101-1539-4343 226.80 3/25/2026 Zumba Instruction 226.80 3/25/2026 Danial Reem 226.80 DAYCO CONCRETE COMPANY 414-4010-4702 33,107.50 3/25/2026 Pay App #15 Civic Campus 33,107.50 3/25/2026 DAYCO CONCRETE COMPANY 33,107.50 DEM-CON LANDFILL 101-1550-4329 226.34 3/25/2026 Trash Dump DEM-CON LANDFILL 101-1550-4329 236.34 3/25/2026 Trash Dump 462.68 3/25/2026 DEM-CON LANDFILL 462.68 ECM PUBLISHERS INC 101-1310-4336 90.20 3/25/2026 26-02 Assessment PH Notice ECM PUBLISHERS INC 101-1420-4336 41.00 3/25/2026 PH Notice 6421 Hazeltine PC 26-04 131.20 3/25/2026 ECM PUBLISHERS INC 131.20 AP - Check Detail (4/3/2026)Page 7 of 26 109 Last Name Acct 1 Amount Check Date Description Engel Water Testing Inc 700-0000-4300 1,215.00 3/19/2026 water samples 1,215.00 3/19/2026 Engel Water Testing Inc 700-0000-4300 1,170.00 4/2/2026 water samples 1,170.00 4/2/2026 Engel Water Testing Inc 2,385.00 EPA Audio Visual Inc 101-1160-4135 2,980.80 3/25/2026 Extended microphones for council chambers 2,980.80 3/25/2026 EPA Audio Visual Inc 2,980.80 ESS BROTHERS & SONS INC 700-0000-4550 186.00 3/19/2026 curb box 186.00 3/19/2026 ESS BROTHERS & SONS INC 186.00 Ferguson Waterworks #2518 700-0000-4550 1,171.56 3/19/2026 curb box supplies Ferguson Waterworks #2518 101-1320-4240 204.23 3/19/2026 Rogan boot and hard hat Ferguson Waterworks #2518 700-0000-4150 8.96 3/19/2026 cotter pin 1,384.75 3/19/2026 Ferguson Waterworks #2518 700-0000-4120 235.44 3/25/2026 manhole hook and water key Ferguson Waterworks #2518 701-0000-4532 15,864.32 3/25/2026 Neptune 360 annual fee Ferguson Waterworks #2518 700-0000-4532 15,864.33 3/25/2026 Neptune 360 annual fee Ferguson Waterworks #2518 701-0000-4120 235.44 3/25/2026 manhole hook and water key 32,199.53 3/25/2026 Ferguson Waterworks #2518 33,584.28 Fidelity Security Life 101-0000-2007 44.75 4/2/2026 Vision: Pike-Aug-Dec Thompson-Nov AP - Check Detail (4/3/2026)Page 8 of 26 110 Last Name Acct 1 Amount Check Date Description 44.75 4/2/2026 Fidelity Security Life 44.75 Fire House Innovations LI Inc 201-0000-4705 9,330.00 3/19/2026 Forcible Entry training door and accessories 9,330.00 3/19/2026 Fire House Innovations LI Inc 9,330.00 Fobbe Electric Inc 414-4010-4702 21,950.00 3/19/2026 Pay App #5 Civic Campus - FINAL 21,950.00 3/19/2026 Fobbe Electric Inc 21,950.00 GOPHER STATE ONE-CALL INC 700-0000-4300 89.77 3/19/2026 February locates GOPHER STATE ONE-CALL INC 701-0000-4300 89.78 3/19/2026 February locates 179.55 3/19/2026 GOPHER STATE ONE-CALL INC 179.55 GRAYBAR 101-1350-4120 582.48 3/19/2026 ballast kits and 250 street lights 582.48 3/19/2026 GRAYBAR 101-1350-4120 308.28 3/25/2026 ballast kits and 250 street lights 308.28 3/25/2026 GRAYBAR 890.76 GREEN MEADOWS INC 101-1550-1193 299.25 3/19/2026 Snow Plowing 299.25 3/19/2026 AP - Check Detail (4/3/2026)Page 9 of 26 111 Last Name Acct 1 Amount Check Date Description GREEN MEADOWS INC 299.25 HAWKINS CHEMICAL 700-7043-4160 2,462.42 3/19/2026 chemicals supplies 2,462.42 3/19/2026 HAWKINS CHEMICAL 700-7043-4160 10.00 4/2/2026 1 ton chlorine cylinders 10.00 4/2/2026 HAWKINS CHEMICAL 2,472.42 HealthPartners, Inc.700-0000-2012 8,531.59 3/19/2026 Health premium-April HealthPartners, Inc.720-0000-2012 2,909.77 3/19/2026 Health premium-April HealthPartners, Inc.701-0000-2013 275.14 3/19/2026 Dental premium-April HealthPartners, Inc.700-0000-2013 425.21 3/19/2026 Dental premium-April HealthPartners, Inc.101-0000-2012 84,174.50 3/19/2026 Health premium-April HealthPartners, Inc.101-0000-2012 3,335.05 3/19/2026 Health premium-April HealthPartners, Inc.720-0000-2013 100.02 3/19/2026 Dental premium-April HealthPartners, Inc.701-0000-2012 4,204.24 3/19/2026 Health premium-April HealthPartners, Inc.101-0000-2013 4,401.66 3/19/2026 Dental premium-April HealthPartners, Inc.101-0000-2013 100.05 3/19/2026 Dental premium-April 108,457.23 3/19/2026 HealthPartners, Inc. 108,457.23 HENNEPIN COUNTY FIRE CHIEF'S ASSN 101-1220-4360 650.00 3/19/2026 HCFCA Dues 650.00 3/19/2026 HENNEPIN COUNTY FIRE CHIEF'S ASSN 650.00 HOISINGTON KOEGLER GROUP 414-4010-4300 920.00 3/18/2026 Civic Campus Planning & LA HOISINGTON KOEGLER GROUP 414-4010-4300 1,840.00 3/18/2026 Civic Campus Planning & LA HOISINGTON KOEGLER GROUP 414-4010-4300 1,840.00 3/18/2026 Civic Campus Planning & LA 4,600.00 3/18/2026 AP - Check Detail (4/3/2026)Page 10 of 26 112 Last Name Acct 1 Amount Check Date Description HOISINGTON KOEGLER GROUP 4,600.00 Hokkanen Laurie A.101-1120-4381 117.47 4/1/2026 Mileage 117.47 4/1/2026 Hokkanen Laurie A. 117.47 Horn Jane 101-1560-4343 100.00 3/19/2026 Brain Health Class 100.00 3/19/2026 Horn Jane 100.00 Hydra Power Hydraulics Inc 101-1320-4120 178.96 3/19/2026 plow cylinder seals 178.96 3/19/2026 Hydra Power Hydraulics Inc 178.96 I & S Group, Inc 701-6064-4303 276.05 3/19/2026 Sanitary @ 5% I & S Group, Inc 601-6064-4303 4,361.63 3/19/2026 PMP @ 79% I & S Group, Inc 700-6064-4303 276.05 3/19/2026 Water @ 5% I & S Group, Inc 720-6064-4303 607.32 3/19/2026 Storm @ 11% 5,521.05 3/19/2026 I & S Group, Inc 5,521.05 Innovative Office Solutions LLC 101-1120-4110 50.91 3/25/2026 PW office supplies Innovative Office Solutions LLC 101-1120-4110 21.84 3/25/2026 pw office supplies 72.75 3/25/2026 Innovative Office Solutions LLC 101-1120-4110 58.77 4/2/2026 Office Supplies and name badges 58.77 4/2/2026 AP - Check Detail (4/3/2026)Page 11 of 26 113 Last Name Acct 1 Amount Check Date Description Innovative Office Solutions LLC 131.52 Interstate All Battery Center 101-1320-4120 157.20 4/2/2026 batteries 157.20 4/2/2026 Interstate All Battery Center 157.20 IUOE Local #49 701-0000-2004 106.08 4/1/2026 Union dues-April 2026 IUOE Local #49 700-0000-2004 144.33 4/1/2026 Union dues-April 2026 IUOE Local #49 101-0000-2004 519.59 4/1/2026 Union dues-April 2026 770.00 4/1/2026 IUOE Local #49 770.00 Jones David 101-1560-4343 125.00 3/25/2026 Presentation - Prohibition 125.00 3/25/2026 Jones David 125.00 KATH FUEL OIL SERVICE 101-1370-4170 13,114.90 4/2/2026 fuel 13,114.90 4/2/2026 KATH FUEL OIL SERVICE 13,114.90 KELLINGTON CONSTRUCTION 414-4010-4702 30,538.24 3/25/2026 Pay App #12 Civic Campus KELLINGTON CONSTRUCTION 414-4010-4702 4,311.10 3/25/2026 Pay App #13 Civic Campus 34,849.34 3/25/2026 KELLINGTON CONSTRUCTION 34,849.34 KENNEDY & GRAVEN, CHARTERED 101-1140-4302 192.00 4/2/2026 Labor/Employment Matters AP - Check Detail (4/3/2026)Page 12 of 26 114 Last Name Acct 1 Amount Check Date Description 192.00 4/2/2026 KENNEDY & GRAVEN, CHARTERED 192.00 KIMLEY HORN AND ASSOCIATES INC 101-0000-1155 6,172.50 3/19/2026 Avienda Apts KIMLEY HORN AND ASSOCIATES INC 101-0000-2076 13,366.05 3/19/2026 Gigapower Support Services KIMLEY HORN AND ASSOCIATES INC 101-1310-4300 310.00 3/19/2026 Metronet Support Services KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 76,872.35 3/19/2026 Market Blvd KIMLEY HORN AND ASSOCIATES INC 101-0000-1155 330.00 3/19/2026 Pleasantview Pointe KIMLEY HORN AND ASSOCIATES INC 101-0000-1155 450.00 3/19/2026 Pioneer Ridge KIMLEY HORN AND ASSOCIATES INC 101-1310-4300 697.50 3/19/2026 Comcast Support Services 98,198.40 3/19/2026 KIMLEY HORN AND ASSOCIATES INC 98,198.40 Knox Thomas 101-1538-4343 588.00 3/19/2026 2262.110 Rockstar Camp Instruction 588.00 3/19/2026 Knox Thomas 588.00 Kraus-Anderson Construction Company 414-4010-4702 51,656.48 3/25/2026 Civic Campus 51,656.48 3/25/2026 Kraus-Anderson Construction Company 51,656.48 LaVone Patrick 101-1560-4343 440.00 4/2/2026 Chess Club Class 440.00 4/2/2026 LaVone Patrick 440.00 LEAGUE OF MN CITIES INS TRUST 101-0000-2017 53,128.00 3/19/2026 Work Comp Insurance LEAGUE OF MN CITIES INS TRUST 101-1170-4483 66,419.00 3/19/2026 Property/Casualty Insurance AP - Check Detail (4/3/2026)Page 13 of 26 115 Last Name Acct 1 Amount Check Date Description 119,547.00 3/19/2026 LEAGUE OF MN CITIES INS TRUST 119,547.00 Lockridge Grindal Nauen P.L.L.P 101-1110-4312 3,333.33 3/19/2026 Lobbying expenses-March 2026 3,333.33 3/19/2026 Lockridge Grindal Nauen P.L.L.P 3,333.33 LVC Companies Inc 700-7019-4510 480.00 3/19/2026 EWTP -Work on Fire Watch Panel 480.00 3/19/2026 LVC Companies Inc 700-7019-4510 1,020.00 3/25/2026 EWTP - fire panel monitoring annual & UL certification 1,020.00 3/25/2026 LVC Companies Inc 1,500.00 Macqueen Emergency Group 101-1220-4142 1,220.00 3/25/2026 Class A Foam - Fire supression supplies 1,220.00 3/25/2026 Macqueen Emergency Group 1,220.00 Marco Inc 101-1160-4411 735.00 3/25/2026 Copier Lease Marco Inc 701-0000-4410 111.00 3/25/2026 Copier lease Marco Inc 101-1160-4411 832.50 3/25/2026 Copier lease Marco Inc 700-0000-4410 111.00 3/25/2026 Copier lease Marco Inc 720-0000-4410 55.50 3/25/2026 Copier lease 1,845.00 3/25/2026 Marco Inc 1,845.00 Marsh Jamie 101-1420-4381 43.79 4/1/2026 Mileage Reimbursement AP - Check Detail (4/3/2026)Page 14 of 26 116 Last Name Acct 1 Amount Check Date Description 43.79 4/1/2026 Marsh Jamie 43.79 Mattern Curt 101-1425-4906 75.00 4/2/2026 Tree Rebate- 1 tree 75.00 4/2/2026 Mattern Curt 75.00 MERLINS ACE HARDWARE 101-1320-4150 29.98 3/19/2026 Torx Ext MERLINS ACE HARDWARE 101-1550-4120 92.68 3/19/2026 Spring Washer Sand Disc Brush Flat Paint MERLINS ACE HARDWARE 700-7043-4550 47.74 3/19/2026 Drain Biler Adapter Hex Bush MERLINS ACE HARDWARE 700-0000-4260 59.99 3/19/2026 Torch Kit MERLINS ACE HARDWARE 101-1550-4240 139.99 3/19/2026 Layer Prot Wrap Chps MERLINS ACE HARDWARE 101-1220-4370 20.57 3/19/2026 Supplies for training prop build MERLINS ACE HARDWARE 101-1220-4290 33.99 3/19/2026 Bearing Flashtrm Bt MERLINS ACE HARDWARE 101-1320-4260 96.99 3/19/2026 Stihl Pro Mark Helmet System MERLINS ACE HARDWARE 101-1550-4260 21.28 3/19/2026 Bit Vac Bag MERLINS ACE HARDWARE 700-7043-4150 2.79 3/19/2026 Bushing 546.00 3/19/2026 MERLINS ACE HARDWARE 546.00 Metro Garage Door Company 101-1312-4510 3,434.96 3/25/2026 over head door repairs 3,434.96 3/25/2026 Metro Garage Door Company 3,434.96 METROPOLITAN COUNCIL 700-7043-4550 101.92 3/19/2026 Backwash tank strength charge METROPOLITAN COUNCIL 700-7043-4550 1,706.15 3/19/2026 Backwash tank strength charge METROPOLITAN COUNCIL 700-7043-4509 845.24 3/19/2026 industrial capacity charge METROPOLITAN COUNCIL 700-7019-4509 2,239.39 3/19/2026 industrial capacity charge METROPOLITAN COUNCIL 701-0000-4509 264,887.91 3/19/2026 Wastewater services-April AP - Check Detail (4/3/2026)Page 15 of 26 117 Last Name Acct 1 Amount Check Date Description 269,780.61 3/19/2026 METROPOLITAN COUNCIL 269,780.61 METROPOLITAN MECHANICAL CONT 101-1312-4510 3,928.17 3/19/2026 service repairs RTU #6 3,928.17 3/19/2026 METROPOLITAN MECHANICAL CONT 101-1312-4510 2,210.96 3/25/2026 R&R floor heat control relays 2,210.96 3/25/2026 METROPOLITAN MECHANICAL CONT 101-1190-4510 3,558.94 4/2/2026 AHU actuator boiler service 3,558.94 4/2/2026 METROPOLITAN MECHANICAL CONT 9,698.07 MIDWEST LUBE INC 101-1550-4120 365.50 3/25/2026 grease fittings #452 365.50 3/25/2026 MIDWEST LUBE INC 365.50 Milestone Auto Inc.101-1320-4140 260.00 3/25/2026 windshield 260.00 3/25/2026 Milestone Auto Inc. 260.00 Minnesota Roadways Co 414-4010-4702 1,800.25 3/25/2026 Pay App #6 Civic Campus 1,800.25 3/25/2026 Minnesota Roadways Co 1,800.25 MINNESOTA RURAL WATER ASSN 700-0000-4360 425.00 4/2/2026 2026 Associate membership AP - Check Detail (4/3/2026)Page 16 of 26 118 Last Name Acct 1 Amount Check Date Description 425.00 4/2/2026 MINNESOTA RURAL WATER ASSN 425.00 Minuteman Press 101-1120-4110 70.00 3/25/2026 Melissa Haman Business Cards 70.00 3/25/2026 Minuteman Press 101-1120-4110 55.00 4/2/2026 Osvaldo Estrada business cards 55.00 4/2/2026 Minuteman Press 125.00 MN DEPT OF HEALTH 700-0000-4509 33,312.00 3/18/2026 water supply connection fee 33,312.00 3/18/2026 MN DEPT OF HEALTH 33,312.00 MN DEPT OF LABOR AND INDUSTRY 101-1190-4510 50.00 3/19/2026 boiler 50.00 3/19/2026 MN DEPT OF LABOR AND INDUSTRY 50.00 MN DEPT OF TRANSPORTATION 601-6040-4300 224.29 4/2/2026 City @ 25% MN DEPT OF TRANSPORTATION 601-6140-4300 672.88 4/2/2026 County @75% 897.17 4/2/2026 MN DEPT OF TRANSPORTATION 897.17 MN FIRE SERVICE CERTIFICATION BOARD 101-1220-4370 393.00 4/2/2026 Instructor I Certification 393.00 4/2/2026 AP - Check Detail (4/3/2026)Page 17 of 26 119 Last Name Acct 1 Amount Check Date Description MN FIRE SERVICE CERTIFICATION BOARD 393.00 MN NCPERS LIFE INSURANCE 101-0000-2037 160.00 4/1/2026 premium-April 2026 160.00 4/1/2026 MN NCPERS LIFE INSURANCE 160.00 MN Pollution Control Agency 701-0000-4360 23.00 3/18/2026 wasterwater certification renewal 23.00 3/18/2026 MN Pollution Control Agency 23.00 MN VALLEY ELECTRIC COOP 101-1350-4320 302.43 3/25/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 143.63 3/25/2026 Electric Charges 446.06 3/25/2026 MN VALLEY ELECTRIC COOP 101-1350-4320 19.36 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 147.01 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 5,898.03 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1600-4320 192.77 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 773.44 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 102.97 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 47.37 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 232.86 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 46.53 4/1/2026 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 224.56 4/1/2026 Electric Charges 7,684.90 4/1/2026 MN VALLEY ELECTRIC COOP 8,130.96 Motion Picture Licensing Corporation 101-1560-4360 515.67 4/2/2026 Blanket License for Media 515.67 4/2/2026 AP - Check Detail (4/3/2026)Page 18 of 26 120 Last Name Acct 1 Amount Check Date Description Motion Picture Licensing Corporation 515.67 MTI DISTRIBUTING INC 400-4153-4705 91,479.54 3/19/2026 Toro 4000D mower 91,479.54 3/19/2026 MTI DISTRIBUTING INC 91,479.54 Mulcahy Nickolaus LLC 414-4010-4702 9,488.79 3/25/2026 Pay App #13 Civic Campus 9,488.79 3/25/2026 Mulcahy Nickolaus LLC 9,488.79 NEWMAN SIGNS INC 101-1320-4155 453.51 3/25/2026 street signs 453.51 3/25/2026 NEWMAN SIGNS INC 453.51 Nokomis Energy, LLC 101-1312-4320 391.48 4/1/2026 Electric Charges Nokomis Energy, LLC 701-0000-4320 48.94 4/1/2026 Electric Charges Nokomis Energy, LLC 700-7043-4320 3,440.22 4/1/2026 Electric Charges Nokomis Energy, LLC 700-0000-4320 399.76 4/1/2026 Electric Charges Nokomis Energy, LLC 700-7019-4320 1,006.90 4/1/2026 Electric Charges 5,287.30 4/1/2026 Nokomis Energy, LLC 5,287.30 North Country Chevrolet 400-4151-4704 28,079.00 4/2/2026 2026 Chevrolet Equinox replace #604 28,079.00 4/2/2026 North Country Chevrolet 28,079.00 NOVEL SOLAR THREE, LLC 700-0000-4320 3,948.84 3/18/2026 Electric Charges AP - Check Detail (4/3/2026)Page 19 of 26 121 Last Name Acct 1 Amount Check Date Description NOVEL SOLAR THREE, LLC 101-1350-4320 81.64 3/18/2026 Electric Charges NOVEL SOLAR THREE, LLC 701-0000-4320 2,120.29 3/18/2026 Electric Charges 6,150.77 3/18/2026 NOVEL SOLAR THREE, LLC 6,150.77 NTC Homes Inc 101-0000-2036 500.00 3/19/2026 Erosion escrow 8502 Waters Edge Dr #391631 500.00 3/19/2026 NTC Homes Inc 500.00 NvoicePay 101-1130-4300 715.64 3/19/2026 Payment processing-February 715.64 3/19/2026 NvoicePay 715.64 NYSTROM PUBLISHING COMPANY INC 101-1120-4110 2,839.01 3/19/2026 Letterhead & envelopes 2,839.01 3/19/2026 NYSTROM PUBLISHING COMPANY INC 2,839.01 Olivine Yoga LLC Val Roder /101-1560-4343 200.00 3/19/2026 Instructor fees 200.00 3/19/2026 Olivine Yoga LLC Val Roder / 200.00 OLSEN COMPANIES 700-0000-4120 308.10 3/25/2026 binders/chains for securing equipment OLSEN COMPANIES 701-0000-4120 308.10 3/25/2026 binders/chains for securing equipment 616.20 3/25/2026 AP - Check Detail (4/3/2026)Page 20 of 26 122 Last Name Acct 1 Amount Check Date Description OLSEN COMPANIES 616.20 PALMER WEST CONSTRUCTION 414-4010-4702 100,046.40 3/25/2026 Pay App #4 Civic Campus 100,046.40 3/25/2026 PALMER WEST CONSTRUCTION 100,046.40 Park Construction Co 701-6060-4751 29,301.83 3/25/2026 2024 Reconstruction #24-01 Park Construction Co 601-6060-4751 181,061.31 3/25/2026 2024 Reconstruction #24-01 Park Construction Co 720-6060-4751 139,341.75 3/25/2026 2024 Reconstruction #24-01 Park Construction Co 700-6060-4751 43,952.74 3/25/2026 2024 Reconstruction #24-01 393,657.63 3/25/2026 Park Construction Co 393,657.63 PDCM/SCSU-DDP 101-1560-4343 687.00 4/2/2026 Driver Safety Class instructor fees 687.00 4/2/2026 PDCM/SCSU-DDP 687.00 Peterson Jason & Karen 101-0000-2073 1,350.00 3/18/2026 Erosion escrow 2980 Washta Bay Ct #632425 1,350.00 3/18/2026 Peterson Jason & Karen 1,350.00 Pike Hudson 101-1550-4360 26.75 3/25/2026 CDL 26.75 3/25/2026 Pike Hudson 26.75 PRECISE MRM LLC 101-1320-4310 315.00 3/19/2026 AVL plow trucks AP - Check Detail (4/3/2026)Page 21 of 26 123 Last Name Acct 1 Amount Check Date Description 315.00 3/19/2026 PRECISE MRM LLC 315.00 Pro-Tec Design, Inc.101-1160-4530 3,580.43 3/19/2026 Replace broken cat cables/flooded/ public works cameras Pro-Tec Design, Inc.700-7043-4510 3,703.41 3/19/2026 Camera generator door WWTP 7,283.84 3/19/2026 Pro-Tec Design, Inc. 7,283.84 Pro-Tree Outdoor Services 101-1425-4571 4,713.80 4/2/2026 HWY 7 Trail pruning 4,713.80 4/2/2026 Pro-Tree Outdoor Services 4,713.80 Rent N Save Portable Services 101-1550-4400 1,157.75 3/25/2026 portable restrooms 1,157.75 3/25/2026 Rent N Save Portable Services 1,157.75 ROADKILL ANIMAL CONTROL 101-1320-4300 129.00 3/19/2026 road side clean up roadkill 129.00 3/19/2026 ROADKILL ANIMAL CONTROL 129.00 Rose Music Service 101-1560-4345 200.00 3/18/2026 St. Pat's Party Entertainment 200.00 3/18/2026 Rose Music Service 200.00 Ryan Contracting Company 700-6053-4751 9,826.64 3/25/2026 2025 Pavement Rehab 25-01 AP - Check Detail (4/3/2026)Page 22 of 26 124 Last Name Acct 1 Amount Check Date Description Ryan Contracting Company 701-6053-4751 16,248.93 3/25/2026 2025 Pavement Rehab 25-01 Ryan Contracting Company 720-6053-4751 60,340.14 3/25/2026 2025 Pavement Rehab 25-01 Ryan Contracting Company 601-6053-4751 11,797.11 3/25/2026 2025 Pavement Rehab 25-01 98,212.82 3/25/2026 Ryan Contracting Company 98,212.82 SCOTT COUNTY TREASURER 101-1110-4360 2,100.00 4/2/2026 Southwest Metro Drug Task Force-2026 dues 2,100.00 4/2/2026 SCOTT COUNTY TREASURER 2,100.00 Senja Inc 101-1539-4343 316.80 4/2/2026 Tai Chi Instruction 316.80 4/2/2026 Senja Inc 316.80 SOFTWARE HOUSE INTERNATIONAL 101-1160-4202 3,911.00 3/19/2026 Windows serv cal license 3,911.00 3/19/2026 SOFTWARE HOUSE INTERNATIONAL 3,911.00 Springbrook 720-0000-4358 74.52 3/19/2026 CivicPay Transaction Fee Springbrook 701-0000-4358 149.04 3/19/2026 CivicPay Transaction Fee Springbrook 700-0000-4358 149.04 3/19/2026 CivicPay Transaction Fee 372.60 3/19/2026 Springbrook 372.60 SRF CONSULTING GROUP INC 601-6058-4303 899.68 3/19/2026 TH41/ MMSW Roundabout 899.68 3/19/2026 AP - Check Detail (4/3/2026)Page 23 of 26 125 Last Name Acct 1 Amount Check Date Description SRF CONSULTING GROUP INC 899.68 St. Croix Recreation Fun Playgrounds Inc 101-1550-4300 206.93 3/25/2026 Alternate Swing Parts-Carver Beach Park 206.93 3/25/2026 St. Croix Recreation Fun Playgrounds Inc 206.93 SUMMIT FIRE PROTECTION 101-1220-4510 793.80 3/19/2026 annual fire extinguisher inspection 793.80 3/19/2026 SUMMIT FIRE PROTECTION 793.80 Sustainable Investment Group LLC 414-4010-4300 3,528.00 3/19/2026 Fundamental Commissioning 3,528.00 3/19/2026 Sustainable Investment Group LLC 3,528.00 TBEI, Inc 400-4108-4704 114,996.00 3/25/2026 #115 box hydraulics plow & wing installation 114,996.00 3/25/2026 TBEI, Inc 114,996.00 TimeSaver Off Site Secretarial, Inc 101-1125-4300 219.50 3/19/2026 Planning Commission Minutes 2-17-26 TimeSaver Off Site Secretarial, Inc 101-1125-4300 178.00 3/19/2026 City Council Meeting minutes 2-23-26 TimeSaver Off Site Secretarial, Inc 101-1125-4300 261.00 3/19/2026 03/03/26 PC Minutes TimeSaver Off Site Secretarial, Inc 101-1125-4300 178.00 3/19/2026 City Council Meeting 1 Hour 03/09/2026 TimeSaver Off Site Secretarial, Inc 101-1125-4300 261.00 3/19/2026 Park & Rec Commission Minutes 2/24/26 1,097.50 3/19/2026 TimeSaver Off Site Secretarial, Inc 1,097.50 True North Controls 701-0000-4150 58.00 3/25/2026 serial adapter for radios AP - Check Detail (4/3/2026)Page 24 of 26 126 Last Name Acct 1 Amount Check Date Description True North Controls 700-0000-4150 58.00 3/25/2026 serial adapter for radios 116.00 3/25/2026 True North Controls 116.00 UNIQUE PAVING MATERIALS 101-1320-4157 867.75 3/25/2026 pothole patching cold mix 867.75 3/25/2026 UNIQUE PAVING MATERIALS 867.75 USA BLUE BOOK 700-7043-4160 1,349.95 4/2/2026 chemicals supplies 1,349.95 4/2/2026 USA BLUE BOOK 1,349.95 VERIZON WIRELESS 701-0000-4310 95.08 4/1/2026 Telephone & Communication Charges VERIZON WIRELESS 700-0000-4310 95.08 4/1/2026 Telephone & Communication Charges 190.16 4/1/2026 VERIZON WIRELESS 190.16 Wall Priya 101-0000-1027 400.00 3/25/2026 Easter Egg Candy Hunt 2026 change 400.00 3/25/2026 Wall Priya 400.00 Waste Management of Minnesota, Inc 101-1190-4329 306.50 3/19/2026 Garbage service-March Waste Management of Minnesota, Inc 101-1312-4329 173.10 3/19/2026 Garbage service-March Waste Management of Minnesota, Inc 700-0000-4329 21.64 3/19/2026 Garbage service-March Waste Management of Minnesota, Inc 701-0000-4329 21.64 3/19/2026 Garbage service-March Waste Management of Minnesota, Inc 101-1550-4329 579.32 3/19/2026 Garbage Service-March Waste Management of Minnesota, Inc 101-1170-4329 166.42 3/19/2026 Garbage service-March Waste Management of Minnesota, Inc 101-1220-4329 93.77 3/19/2026 Garbage service-March AP - Check Detail (4/3/2026)Page 25 of 26 127 Last Name Acct 1 Amount Check Date Description 1,362.39 3/19/2026 Waste Management of Minnesota, Inc 1,362.39 Wood Holly 101-1539-4343 847.50 4/2/2026 Feb/March Line Dance Classes 847.50 4/2/2026 Wood Holly 847.50 XCEL ENERGY INC 101-1350-4320 48.81 3/25/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 1,533.60 3/25/2026 Electric Charges XCEL ENERGY INC 700-7043-4320 2,037.30 3/25/2026 Electric Charges XCEL ENERGY INC 700-7019-4320 2,642.18 3/25/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 4,151.81 3/25/2026 Electric Charges 10,413.70 3/25/2026 XCEL ENERGY INC 101-1600-4320 288.63 4/1/2026 Electric Charges XCEL ENERGY INC 700-0000-4320 161.14 4/1/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 40.53 4/1/2026 Electric Charges XCEL ENERGY INC 101-1220-4320 891.62 4/1/2026 Electric Charges XCEL ENERGY INC 101-1120-1193 97.22 4/1/2026 Electric Charges XCEL ENERGY INC 101-1190-4320 273.92 4/1/2026 Electric Charges XCEL ENERGY INC 101-1170-4320 3,310.85 4/1/2026 Electric Charges XCEL ENERGY INC 101-1540-4320 771.13 4/1/2026 Electric Charges XCEL ENERGY INC 101-1550-4320 -22.24 4/1/2026 Electric Charges XCEL ENERGY INC 101-1350-4320 23,277.78 4/1/2026 Electric Charges XCEL ENERGY INC 101-1600-4320 907.88 4/1/2026 Electric Charges 29,998.46 4/1/2026 XCEL ENERGY INC 40,412.16 2,409,461.34 AP - Check Detail (4/3/2026)Page 26 of 26 128 City Council Item April 13, 2026 Item Arbor Day Proclamation File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Jamie Marsh, Environmental Resource Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council proclaims May 2, 2026, as Arbor Day and May as Arbor Month." Motion Type N/A Strategic Priority Operational Excellence SUMMARY BACKGROUND Chanhassen’s Arbor Day celebration will be held on Saturday, May 2, this year at South Lotus Lake Park. In honor of the day, 20 trees will be planted in the park. These plantings will help increase canopy coverage in the park and diversify the tree species present. These new plantings will help bring new beauty to the park and add future shade and interest. Arbor Day plantings will be done by community volunteers from neighborhoods, families, scout troops, local churches, and businesses. The event will begin at 9:00 a.m. with a welcome gathering of volunteers at the park gazebo and then progress into a planting demonstration followed by the tree planting work. There will be refreshments, free seedlings, activities and tree-related information for the volunteers. The event will be held rain or shine, and we are asking that groups dress for the work and weather and bring a shovel to help. We hope that many volunteers are able to participate and enjoy this great community activity. 129 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Arbor Day Proclamation 2026 130 WHEREAS, Minnesota is at risk to lose millions of ash trees due to emerald ash borer and WHEREAS, A healthy tree canopy decreases temperatures along streets providing cooler spaces in the summertime for recreation and commerce and WHEREAS, About three-quarters of Minnesotans get their drinking water from the forested parts of the state; and WHEREAS, Shade from trees protects people from exposure to the sun’s UV rays and diminishes heat-related illness and WHEREAS, Trees reduce stormwater runoff and act as a filter, preventing sediments and pollutants from washing into waterways, and WHEREAS, Trees capture carbon from the atmosphere and store it in their trunks, roots and soil and WHEREAS, Minnesotans can help build resilient communities One Tree at a Time by planting and caring for trees and by using wood products to store carbon into the future. NOW, THEREFORE, I, Elise Ryan, Mayor of the City of Chanhassen, do hereby proclaim Saturday, May 2, 2026 as ARBOR DAY, and the month of May, 2026 as ARBOR MONTH. ARBOR DAY OFFICE OF THE MAYOR CITY OF CHANHASSENMayor Elise RyanDate: April 13, 2026 131 City Council Item April 13, 2026 Item Approve Site Plan for an Addition to Minnetonka Middle School West File No.26-04 Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Rachel Jeske, Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the requested site plan for building additions and site alterations to Minnetonka Middle School West, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY After receiving voter approval of a building bond referendum, Minnetonka Independent School District 276 is proposing the construction of building additions and site alterations at Minnetonka Middle School West. The additions will include the addition of four new science labs on the northwest corner of the building and a new gymnasium on the east side of the building. Additional site improvements include the construction and reorientation of the outdoor track and athletic field and the rerouting of the drop-off and pick-up queue. A site plan review is required for building expansions that increase the gross building floor area by 10% or more. BACKGROUND DISCUSSION 132 BUDGET RECOMMENDATION The Chanhassen Planning Commission recommended unanimous approval of the requested site plan and the adoption of the findings of fact and decision subject to the conditions listed in the staff report. ATTACHMENTS Development Review Application Civil Plan Set Stormwater Report Traffic Memo Staff Report Findings of Fact Planning Commission Meeting Minutes 133 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 E Notification Sign lcity to nstall and remove).... n Escrow for Recording Documents (check all that apply) ........-. *crTrorc[AI{HAss[il APPLICATION FOR DEVELOPMENT REVIEW 02t13t2026 PC Date 03t17t2026 cc Date 04t13t2026 60-0ay Revi€w Dale 04t15t2026 Submitta Date (Retet to the apprcprialo Application Checklist for required submiftal inlumalion lhat musl dccompsny lhis applbation) E Comprehensive Plan Amendment........................ $700 E Subdivision (SUB) E Plat 3 lots or |ess.......................................... $500 E Conditional Use Pormit (CUP) n ptat over 3 to1s....,......................................$1250 n Single-Fami|yResidence...............................$400 E Metes & Bounds (2 tots).......,.......................$300 E AII Others .........................$600 fl Consotidate Lots...................__.....................$150 E ,nterim usepermt(,Up) = iflT5jf'|':ll* lillllll*llll .: r%'JE ln conjunction with Single-Family Residence.. $400 E Att others ................ ........ $600 E vacation of Easements/Right-olway (vAC)........$300 n Rezoning (REZ) (Additional recordinq f€es mav apply) n Planned Unit Development (PUD)..................$750 E Variance (VAR). . . ..........-............, ................$200 E Minor Amendment to existing PUD...... .......$100 n All Others .. ...... . ....... $600 E Wetland Alteration Permit (WAP) n Single-Family Residence.............................. $1 50 fl sisn Plan Review........................ .......................$150 fl All others...... ...................$275 E Site Ptan Review (SPR) n appeal of Administrative Decision.......................$200 n Administrative .................... $100 E Residential/Commercial/lndustrial Districts.. g750'. n Zoning Ordinance Amendment (ZOA)... ............$500 Ag!E: When multiple apptlcattons are processed concuftenlly, the approp ate lee shall be charged fot each apPlicallon ................$200 $ per document E Conditional Use Permit - $50 n lnterim Use Permit - $50 ! Wettand Alteration Permit - $50 ! Easements ( easements) - $85 D Variance - $50 E Metes & Bounds Sub (2 deeds) - 5250 'lncludes $450 escrow for attorney costs. '.Additional escrow may be requared for other applications through the development contract E site Plan Agreement - $85 E Vacation - $85 E Deeds - $100 19141 555. $750 00 Seclion 1: Application Type (ch€ck all that apply) Section 2: Required lnformation Description of Proposal:Building addilions with sile modilication and reconstruction 10 lhe exist ng Minnetonka Middle school wesl Property Address or Location 6421 Hazeltine Blvd. Excelsior, MN 55331 Parcel #2500 33000 Legal Description:Reler to Sheet Vl.0 of the submitted proiect Total Acreage: Present Zoning 30.54 Wetlands Present? E Yes E No O Otfice & lnst tut onal Dtstrict Requested Zoning:Ol -Ottice & lnstilulional District Present Land Use Designation: Public-Semi Public Requested Land Use Designation Public-Semi Pu blic Existing Use of Property Middle School E Ctrect box if separate narrative is attached 134 Section 3: Property Osrner and Applicant lnformation AppLlCANT oTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this applicatio_n has not been signed by the pioperly owner, I have attalhed separate documentation offull legal capacity to file the application. This application should be processed in my name and iam the party wtrom the City should contacl regarding any matter pertaining to this application. I will keep miself informed of the deadiines for submission of material and the progress of this application. I further understand that aAditional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior lo any authorization to proceed with the study. I certify that the information and exhibits submitted are true and @rrect. Name Minnetonka lndependent School District 276 Conta 6. Paul Bourgeois Address:562.1 County Road l0l Phone . 612-240-5997 Minnetnoka MN 55345 6"1q. 612-240-5997 Email Signa pau L bourgeois@minnetonkaschools.org p61. 952-501-5032 ,ur". Paul Bourgeois oBlaly .lq'.d by Pd Aoo.g@13 D.l.: 2026.02.1 3 09:22:09 -06'00'Date . 12t13t26 pROPERW OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do, auihorize the filing of this aiplicition. I understand that conditions of approval are binding and.agree to be bound by those conditions, subjeJt only to ttre right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines f;r submission of haterial and the progresJof this application. I furthor understand that additional fees may U" cnaig"O for consulting fees, feasibility studies, etC. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correcl' Name Minnetonka lndependenl School District 276'6on1"6. Paul bourgeois Address 5621 County Road '101 p66n6. 612-240-5997 CityiState/Zip [/in netonka MN 55345 Cell 612-240-5997 Email: Pa ul.bourgeois@minnetonkaschools.org p2x. 952401-5032 Signature Paul Bourgeois D On.r, !q.Ed b, P&r EougeoE orle:202602 1309223,4'0500 oa:c- 12/13t26 This application must be completed in full and be typewritten or clearly printed ald mull be accompanied by all iniorrliion and ptans require; by applicable City Ordinance provisions. Before filing this application, refer to the ippropriate nppii"ation ihecktisi and confer witir the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within I 5 business days of application submittal. A written notics of appticjtion deficiencies sfrall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if aPPlicable) Name: VM Engineering Conta ct- Andy LaPalme Address 2300 Berkshire Land N, Suite 200 ph6ns. (763) 587 7312 City/State/Zip Plymouth, MN 55441 6s11. (612) 802-2956 Email. alapalme@vaaeng.com g3r. (763) 559'0378 Who should recoive copias of staff reports?'Other Contact lnformation : E EE E Properly Owner Email Applicant Email Paul.Bourgeois@minnetonkaschools.org E! b.uo.d.enifi rd*c.rsk t! Name. Bon Spoden Address a5ai Gol..i vr..y Rd, sd.1d) Eng ineer Email 'r'cd!o6:'4sm City/State/Zip Othef Email 6eod€n@'ie@m Email: rcodo@.'" -. INSTRUCTIONS TO APPLICANT: Complete all necessary.form fields, lhen select SAVE FORI\II to save a copy to your device. PRINT FORM and deliver- to city along with required documents and payment- SUBMIT FORM to send a dtgital Section 4: Notification lnfomation copy to the city for processing City/State/Zip: 135 A0.0 Title Sheet V1.0 Boundary & Topographic Survey V1.1 Boundary & Topographic Survey V1.2 Boundary & Topographic Survey V1.3 Boundary & Topographic Survey V1.4 Tree Table L1.0 Overall Site Information L1.1 Tree Preservation and Removal Plan L1.2 Tree Inventory Chart and Landscape Information L2.0 Site Landscape Plan – West Area L2.1 Site Landscape Plan – Center Area L2.2 Site Landscape Plan – East Area L2.3 Transplanted Tree Location Plan and Planting Details C1.0 Stormwater Pollution Prevention Plan C2.0 Overall Existing Conditions and Removal Plan C2.1 Existing Conditions and Removals Plan C2.2 Existing Conditions and Removals Plan C3.0 Overall Site Paving and Utility Plan C3.1 Site Paving and Utility Plan C3.2 Site Paving and Utility Plan C3.3 Site Paving and Utility Plan C4.0 Overall Signage, Striping, and Dimension Plan C4.1 Signage, Striping, and Dimension Plan C4.2 Signage, Striping, and Dimension Plan C5.0 Overall Grading and Drainage Plan C5.1 Grading and Drainage Plan C5.2 Grading and Drainage Plan C6.0 Erosion and Sediment Control Plan C7.0 Civil Details C7.1 Civil Details C7.2 Civil Details C7.3 Civil Details C7.4 Civil Details A1.0 First Floor Reference Plan A3.1 Unit A First Floor Plan and Schedules A3.2 Unit B First Floor Plan and Schedules A3.3 Unit E First Floor Plan and Schedules A3.4 Unit J First Floor Plan and Schedules A3.5 Unit J Upper Level Floor Plan and Schedules A4.1 Exterior Elevations E1.0 Electrical Site Plan SHEET INDEXVICINITY MAP COURTYARD COURTYARD GYMNASIUM GYMNASIUMPOOL CAFETERIACOURT YARD BOILER KITCHEN COURT YARD MEDIA CENTER MAIN ENTRY GYMNASIUM / TORNADO SHELTER STAGE SCIENCE COURT YARD BUILDING ADDITION SCIENCE 8,300 SF BUILDING ADDITION GYM, STAGE, RESTROOMS (TORNADO SHELTER) PERFORMANCES = 750 SEATS 14,500 SF BUILDING ADDITIONS RESTROOMS 250 SF EXISTING BUILDING NEW ADDITIONS TOTAL BUILDING AREA 134,400 SF 22,800 SF 157,200 SF Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A0.0 TITLE SHEET CITY SUBMITTAL T A P Checker MINNETONKA MIDDLE SCHOOL WEST GYM, STAGE AND SCIENCE ADDITIONS AND ALTERATIONS MINNETONKA PUBLIC SCHOOLS DISTRICT NO. 276 6421 HAZELTINE BOULEVARD MINNETONKA, MINNESOTA 55331 CITY SUBMITTAL A0.0 1" = 30'-0" 2 REFERENCE PLAN NO R T H REV NO DESCRIPTION DATE 136 MATCH LINE BMATCH LINE B MA T C H L I N E A MA T C H L I N E A SEE SHEET V1.1 FOR TOPO G R A P H I C INFORMATION IN THIS ARE A SEE SHEET V1.2 FOR TOPOGRAPHIC INFORMATION IN THIS AREA SEE SHEET V1.2 FOR TOPOGRAPHIC INFORMATION IN THIS AREA SEE SHEET V1.3 FOR TOPOGRAPHIC INFORMATION IN THIS AREA HA Z E L T I N E B O U L E V A R D (C O U N T Y R O A D N O . 4 1 ) (A P u b l i c R / W ) (W i d t h V a r i e s ) MELODY HILL ROAD (A Public R/W) PID: 250033000 Address: 6421 Hazeltine Boulevard PID: 250034830 Address: 6651 Hazeltine Boulevard Owner: Dennis M & Joan E Clark PID: 251450130 Address: 6610 Brenden Court Owner: Donna Sajady PID: 251450140 Address: 6613 Brenden Court Owner: Brent Mcnamee PID: 256120440 Address: Unassigned Owner: Chanhassen City PID: 256110090 Address: 6604 Alder Way Owner: Matthew Quinn PID: 256110080 Address: 2180 Pinehurst Drive Owner: William R Guptail PI D : 2 5 2 4 7 0 0 3 0 Ad d r e s s : 2 1 8 1 C r e s t v i e w D r i v e Ow n e r : W i l l i a m D H i l e R e v o c a b l e T r u s t PI D : 2 5 2 4 7 0 0 2 0 Ad d r e s s : 2 1 8 0 C r e s t v i e w D r i v e Ow n e r : T r u s t A g r e e m e n t o f G a r t h a n d M a d l i n e S u PI D : 2 5 6 2 0 0 0 3 1 Ad d r e s s : 6 4 6 4 M u r r a y H i l l R o a d Ow n e r : P a u l V K e l l y PI D : 2 5 6 2 0 0 0 2 0 Ad d r e s s : 6 4 5 4 M u r r a y H i l l R o a d Ow n e r : D r e w T o r r e n c e PI D : 2 5 6 2 1 0 0 2 0 Ad d r e s s : 6 4 3 4 M u r r a y H i l l R o a d Ow n e r : C h a n h a s s e n C i t y PI D : 2 5 8 3 7 0 0 4 0 Ad d r e s s : 2 1 6 5 M u r r a y H i l l C o u r t Ow n e r : E m i l y K a t h r y n R a g u s e PI D : 2 5 8 3 7 0 0 1 0 Ad d r e s s : 2 1 6 0 M u r r a y H i l l C o u r t Ow n e r : C h a r l e s G G o e r s S R R e v T r u s t PI D : 2 5 4 5 9 0 0 6 0 Ad d r e s s : 6 4 0 0 M e l o d y L a n e O w n e r : R i c h a r d D G a i l A n n P r a t t B l i s s PI D : 2 5 4 5 9 0 0 7 0 Ad d r e s s : 6 4 0 5 M e l o d y L a n e O w n e r : L y n n S u z a n n e M i l l e r PID : 2 5 4 5 9 0 0 8 0 Add r e s s : 6 3 9 3 M e l o d y L a n e Own e r : S t e p h e n J L e v o i r PID : 2 5 4 5 9 0 0 9 0 Add r e s s : 6 3 7 7 M e l o d y L a n e Own e r : M i c h a e l C T o b i n PID : 2 5 4 5 9 0 1 0 0 Add r e s s : 6 3 6 1 M e l o d y L a n e Ow n e r : D a n i e l K e l l y N87°12'20"W 1341.24 N0 3 ° 1 0 ' 3 4 " E 1 5 9 . 5 9 N2 0 ° 5 0 ' 5 1 " E 5 9 2 . 0 0 N69 ° 2 3 ' 4 2 " W 55. 0 0 S0 2 ° 2 8 ' 1 5 " W 1 1 7 4 . 5 1 S86°33'22"E 525.52 S 4 1 ° 5 4 ' 4 5 " E 3 8 . 3 3 N41 ° 0 5 ' 1 5 " E 3 8 7 . 6 5 S6 2 ° 5 4 ' 4 5 " E 3 4 9 . 6 9 N1 9 ° 5 3 ' 0 8 " E 1 3 2 . 6 7 11 8 . 4 6 Δ= 2 ° 1 8 ' 3 2 " R= 2 9 3 9 . 7 9 70 . 1 6 N2 0 ° 4 3 ' 4 2 " E Found Cast Iron Monument Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe Found 1 / 2 I n c h Open I r o n P i p e Fo u n d 1 / 2 I n c h Op e n I r o n P i p e Fo u n d 1 / 2 I n c h O p e n I r o n P i p e Fou n d 1 / 2 I n c h I r o n Pip e w / C a p N o . 2 3 9 6 8 F o u n d 1 / 2 I n c h O p e n I r o n P i p e Found 1/2 Inch Open Iron Pipe Fo u n d 1 / 2 I n c h I r o n Pi p e w / C a p N o . 1 7 2 5 3 Found 1/2 Inch Iron Pipe w/ Cap No. 17253 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Cap No. 22414 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap Tr u n c a t e d D o m e Rip-Rap VICINITY MAP Mi n n e t o n k a M i d d l e S c h o o l W e s t 64 2 1 H a z e l t i n e B o u l e v a r d , E x c e l s i o r , C a r v e r C o u n t y , M i n n e s o t a 5 5 3 3 1 56 2 1 C o u n t y R o a d 1 0 1 , M i n n e t o n k a , M i n n e s o t a 5 5 3 4 5 Mi n n e t o n k a I n d e p e n d e n t S c h o o l D i s t r i c t 2 7 6 PR O J E C T PROJECT NO.: 23189.03 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.0 BOUNDARY & TOPOGRAPHIC SURVEY .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 1-27-2026 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DD/DP DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB DESCRIPTION OF PROPERTY SURVEYED The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U.S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400, and that part thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Block 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Block 33 of Deeds, page 25. Also that part of Lot E, Bardwell Acres, not conveyed by said deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32. GENERAL SURVEY NOTES 1.Bearings are based on the Carver County Coordinate System (1986 Adjustment). 2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the east side of Hazeltine Boulevard approximately 117 feet southwest of the northwest corner of the subject property, as shown on sheet V1.3. Elevation = 1024.09. 3.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. 4.Site Address: 5621 County Road 101, Minnetonka, Minnesota 55345. 5.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0319F, effective date of November 4, 2016. 6.The gross land area is 1,338,842 +/- square feet or 30.736 +/- acres. 7.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Carver County Interactive Property Map. 8.The fieldwork was completed on 10-30-2025. Additional field work was completed on 1-15-2026 SURVEY REPORT 1.This map and report was prepared without the benefit of a Commitment for Title Insurance. The property description listed hereon is per a survey performed by Clark Engineering dated 1-4-2014 and may not be the description of record. There may be easements or other matters of record we are unaware of and thus not shown hereon. 2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A].Chain link fence crosses the north line of the subject property, as shown on sheet V1.2. [B].Concrete crosses the south line of the subject property, as shown on sheet V1.1. [C].Concrete crosses the south line of the subject property, as shown on sheet V1.2. [D].Wood fence crosses the south line of the subject property, as shown on sheet V1.2. 100255002550 SCALE IN FEET 13 7 MATCH LINE B MA T C H L I N E A 2 Story Brick Sided Building Foundation Area = 141,068 +/- Sq. Ft. PID: 250034830 Address: 6651 Hazeltine Boulevard Column Water Tower Keystone Retaining Wall [B] Concrete Crosses Property Line Chain Link Fence Chain Link Fence 37.9 15 . 5 15.7 58 . 9 6.00. 8 4.0 50 . 3 13.12. 7 24.22. 723.6 37 . 3 7.91. 0 32.3 41 . 8 5.33. 6 0.9 19 . 9 35.9 53 . 1 3 6 . 0 19 . 6 0.9 3. 5 5.4 3. 5 32.0 0. 6 8.6 0. 6 30.7 60 . 7 9.4 0. 6 11.3 0. 6 9.2 85 . 1 8.1 50 . 4 13.5 23 . 8 17.2 52 . 3 41.4 21 . 0 73.3 21 . 3 74.6 76 . 1 4.3 13 5 . 5 29.8 53 . 9 19.8 30 . 1 20.7 1. 3 59.3 19 . 9 38.7 20 . 0 1.7 30 . 8 8.3 6. 2 24.2 24 . 9 2.4 24 . 5 2.4 11 . 3 6.1 20 . 7 15.46. 3 10.8 17 . 6 35.8 16 . 4 40.85. 4 16.66 . 0 1.3 0 . 4 35.0 38 . 3 40.7 20 . 6 0.6 9. 3 30.3 25 . 5 6.0 0. 8 4.0 51 . 4 4.00. 86.0 60 . 0 3.7 8. 7 3.6 14 . 5 9.9 62 . 2 76.1 6 . 8 7.3 77 . 9 7.2 25 . 3 Concrete Retaining Wall Chain Link Fence Chain Link Fence Concrete Retaining Wall Track Track Co n c r e t e Concrete Concrete Concrete Sand Sand Bituminous Parking Lot Bituminous Parking Lot Bi t u m i n o u s P a r k i n g L o t Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot Bituminous Drive Bituminous Drive Bituminous Drive Bi t u m i n o u s D r i v e Bituminous Drive Chain Link Fence Concrete Retaining Wall Chain Link Fence Con c r e t e Ba s k e t b a l l C o u r t Basketball Hoop Basketball Hoop Concrete Steps w/ Railing Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concr e t e Concrete Steps w/ Railing Concrete Retaining Wall Concrete Concrete Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y Concrete Walkway Co n c r e t e W a l k w a y Concrete Walkway Co n c r e t e W a l k w a y Concrete Concrete Co n c r e t e Column Overhang Overhang Overhang Overhang Overhang Overhang Overhang Ch a i n L i n k F e n c e Concrete Co n c r e t e W a l k w a y Co n c r e t e W a l k w a y Iron Fence Landscaping Rock Landscaping Rock Landscaping Rock Landscaping Rock Landscaping Rock Landscaping Rock La n d s c a p i n g Ro c k Landscaping Rock Landscaping Rock Concrete Steps w/ Railing Bituminous Bituminous Bituminous Wing Wall 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12" HD P E 12 " H D P E 1 2 " P V C 12 " P V C 6" PV C 12 " R C P 12" HDPE 12" H D P E 12" HDPE12" HDPE 6" PVC 6" P V C 1 2 " H D P E 12" HDPE 18 " R C P 2 4 " R C P 6" PVC 1 2 " R C P 3" PVC 18" H D P E 18" H D P E 6" PVC 15 " H D P E 15 " H D P E 15" H D P E 15 " H D P E 15 " RC P 12" HDPE 15 " H D P E 1 5 " H D P E 1 5 " H D P E 12" R C P 12" R C P 1 2 " R C P 18" RCP 24 " R C P 24 " R C P 3" HDPE 3" HDPE 12" R C P 6 " C l a y 12" RCP 8" VCP 8" VCP 12 " R C P 8" P V C 8" C l a y 8" PVC 8 " P V C 8" P V C 12 " P V C 8 " P V C 8" PVC 12 " S a n ( P e r R e c . ) Bit u m i n o u s S i d e w a l k B i t u m i n o u s W a l k w a y Bit u m i n o u s S i d e w a l k Edge of Woods Edge of Woods Ed g e o f W o o d s Ed g e o f W o o d s Ed g e o f W o o d s Ed g e o f W o o d s Ed g e o f W o o d s Ed g e o f W o o d s Concrete Edge of Woods 74 . 3 74 . 3 29.9 30.0 18.1 23 . 3 23 . 4 18.1 18.0 35 . 4 35 . 0 30.0 42 . 0 78.0 42 . 0 30.0 Concrete Concrete Bituminous Overhang Concrete Retaining Wall Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) VICINITY MAP Mi n n e t o n k a M i d d l e S c h o o l W e s t 64 2 1 H a z e l t i n e B o u l e v a r d , E x c e l s i o r , C a r v e r C o u n t y , M i n n e s o t a 5 5 3 3 1 56 2 1 C o u n t y R o a d 1 0 1 , M i n n e t o n k a , M i n n e s o t a 5 5 3 4 5 Mi n n e t o n k a I n d e p e n d e n t S c h o o l D i s t r i c t 2 7 6 PR O J E C T PROJECT NO.: 23189.03 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.1 BOUNDARY & TOPOGRAPHIC SURVEY .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 1-27-2026 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DD/DP DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 60153001530 SCALE IN FEET MATCH LINE A MA T C H L I N E B SHEET V1.3 SHEET V1.2 SHEET V1.2 SHEET V1.1 SHEET KEY 13 8 MATCH LINE B MA T C H L I N E A [C] Concrete Crosses Prope r t y L i n e [D] Wood Fence Crosses Property Line Chain Link Fence Chain Link Fence Chain Link Fence Iron Fence Chain Link Fence Track Track Co n c r e t e Concrete Concrete Concrete Concrete Bituminous Parking Lot Bi t u m i n o u s D r i v e Landscaping Rock Landscaping Rock Concrete Steps 12" HDPE 3" P V C 12" R C P 3" P V C 24" RCP 24 " R C P 24" R C P Bituminous Path Edge of Woods Edge of Woods Edge of Woods MATCH LINE B MA T C H L I N E A Chain Link Fence [A] Chain Link Fence Crosses Property Line Chain Link Fence Chain Link Fence 8" HDPE 8" PVC Edge of Woods Edge of Woods WM (Per Rec.) WM ( P e r R e c . ) WM (Per Rec.) VICINITY MAP Mi n n e t o n k a M i d d l e S c h o o l W e s t 64 2 1 H a z e l t i n e B o u l e v a r d , E x c e l s i o r , C a r v e r C o u n t y , M i n n e s o t a 5 5 3 3 1 56 2 1 C o u n t y R o a d 1 0 1 , M i n n e t o n k a , M i n n e s o t a 5 5 3 4 5 Mi n n e t o n k a I n d e p e n d e n t S c h o o l D i s t r i c t 2 7 6 PR O J E C T PROJECT NO.: 23189.03 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.2 BOUNDARY & TOPOGRAPHIC SURVEY .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 1-27-2026 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DD/DP DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB 60153001530 SCALE IN FEET MATCH LINE A MA T C H L I N E B SHEET V1.3 SHEET V1.2 SHEET V1.2 SHEET V1.1 SHEET KEY 13 9 MATCH LINE B MA T C H L I N E A Te n n i s C o u r t s Te n n i s C o u r t s Te n n i s C o u r t s Monument Sign Tr u n c a t e d D o m e Edge of Water Edge of Water Pond Chain Link Fence Chain Link Fence Chain L i n k F e n c e Cha i n L i n k F e n c e Ch a i n L i n k F e n c e Cha i n L i n k F e n c e 15 . 5 15.7 8. 7 3.6 14 . 5 9.9 62 . 2 76.1 6. 0 3.9 8. 2 23.023.0 1 4 . 3 70.56 . 8 7.0 17 . 0 38.0 25 . 3 7.3 77 . 9 7.2 25 . 3 Bit u m i n o u s S i d e w a l k Bitu m i n o u s W a l k w a y Bitu m i n o u s W a l k w a y Concrete Concrete Concrete Bitu m i n o u s D r i v e Ac c e s s B i t u m i n o u s D r i v e B i t u m i n o u s W a l k w a y Bi t u m i n o u s W a l k w a y Bi t u m i n o u s W a l k w a y Bituminous Drive Chain Link Fence Chain Link Fence Chain Link Fence Chain Link Fence Chain Link Fence Chain Link Fence Concrete Concrete Concrete Concr e t e Co n c r e t e W a l k w a y Overhang Co n c r e t e W a l k w a y Rip-Rap 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) Te n n i s C o u r t s Te n n i s C o u r t s Te n n i s C o u r t s 1 5 " H D P E 1 5 " H D P E 12" R C P 1 2 " R C P 18" RCP 24 " R C P 24 " R C P 6" P V C 6" P V C 18" HDPE 8" HDPE 8 " H D P E 1 8 " H D P E 8" P V C 6" P V C 6" HDPE 12 " R C P 12 " R C P 12" R C P 12 " R C P 18 " R C P 24" R C P 12 " R C P 24 " R C P 12 " R C P 24 " R C P 36" R C P ( P e r R e c . ) 12 " R C P 12" RCP 12" RCP 12" R C P 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 12 " S a n ( P e r R e c . ) 8 " P V C Bi t u m i n o u s W a l k w a y Ap p r o x i m a t e E d g e o f W e t l a n d p e r F i e l d V e g e t a t i o n . No W e t l a n d F l a g s W e r e O b s e r v e d . Ch a i n L i n k F e n c e Bit u m i n o u s S i d e w a l k Te n n i s C o u r t s E d g e o f W o o d s E d g e o f W o o d s Edg e o f W o o d s Ed g e o f W o o d s Edge of Woods VICINITY MAP Mi n n e t o n k a M i d d l e S c h o o l W e s t 64 2 1 H a z e l t i n e B o u l e v a r d , E x c e l s i o r , C a r v e r C o u n t y , M i n n e s o t a 5 5 3 3 1 56 2 1 C o u n t y R o a d 1 0 1 , M i n n e t o n k a , M i n n e s o t a 5 5 3 4 5 Mi n n e t o n k a I n d e p e n d e n t S c h o o l D i s t r i c t 2 7 6 PR O J E C T PROJECT NO.: 23189.03 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.3 BOUNDARY & TOPOGRAPHIC SURVEY .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 1-27-2026 N CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DD/DP DS CJ . OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCE LINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE IRON FENCE LINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET OR TO BE SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE ACCESS RESTRICTION WOODEN FENCE LINE SATELLITE DISH BUSH/SHRUB MATCH LINE A MA T C H L I N E B SHEET V1.3 SHEET V1.2 SHEET V1.2 SHEET V1.1 SHEET KEY 60153001530 SCALE IN FEET 14 0 TREE TABLE VICINITY MAP Mi n n e t o n k a M i d d l e S c h o o l W e s t 64 2 1 H a z e l t i n e B o u l e v a r d , E x c e l s i o r , C a r v e r C o u n t y , M i n n e s o t a 5 5 3 3 1 56 2 1 C o u n t y R o a d 1 0 1 , M i n n e t o n k a , M i n n e s o t a 5 5 3 4 5 Mi n n e t o n k a I n d e p e n d e n t S c h o o l D i s t r i c t 2 7 6 PR O J E C T PROJECT NO.: 23189.03 COPYRIGHT 2025 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V1.4 TREE TABLE .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 1-27-2026 CL I E N T Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY DD/DP DS CJ . 14 1 14 2 14 3 14 4 14 5 14 6 14 7 14 8 1.ALL EXISTING INFORMATION TAKEN FROM SURVEY BY CIVIL SITE GROUP PROJECT NUMBER 23189.02, DATED 11/11/2025. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. 2.SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC PROJECT NUMBER B2508902, DATED 1/27/2026. 3.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4.ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 5.CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 6.ALL WORK TO CONFORM WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA STANDARDS AND REGULATIONS. 7.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P "EXCAVATIONS AND TRENCHES". THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8.CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF CURBLINE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. 9.FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTOR/SURVEYOR TO STAKE THE END OF FES FOR LOCATION. 10.PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITY OF CHANHASSEN AND MUTCD REQUIREMENTS. AS REQUIRED; TRAFFIC CONTROL DESIGN, RELATED PERMITTING, AND DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11.ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED. 12.CONTRACTOR'S SURVEYOR SHALL RESET PERMANENT MONUMENTS AT LOCATIONS OF ALL FOUND MONUMENTS THAT ARE DISTURBED BY CONSTRUCTION AT NO COST TO OWNER. CONTRACTOR'S SURVEYOR SHALL PREPARE A MONUMENT PRESERVATION CERTIFICATE IN ACCORDANCE WITH STATE LAW. GENERAL NOTES 1.ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 2.EXISTING KNOWN UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER AND WATERMAIN. CONTRACTOR TO CONTACT 811 BEFORE EXCAVATING. 3.ALL ELECTRICAL POLE AND LIGHT REMOVAL SHALL BE COORDINATED WITH THE OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO DEMOLITION. REMOVAL NOTES 1.ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 2.EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER AND WATERMAIN. CONTRACTOR TO CONTACT 811 BEFORE EXCAVATING. 3.PROVIDE THE FOLLOWING MINIMUM COVER OVER THE TOP OF PIPE AS FOLLOWS: A.7.5' OVER WATERMAIN B.7.5' OVER SANITARY SEWER C.1.5' OVER STORM SEWER UTILITY NOTES 1.PROVIDE PERMANENT SEEDING, SLOPE PROTECTION, AND FERTILIZING OF ALL DISTURBED AREAS OUTSIDE THE LIMITS OF PAVING PER LANDSCAPE ARCHITECTURE PLANS AND EROSION AND SEDIMENT CONTROL PLANS 2.INSTALL PERIMETER AND SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION. 3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR SWEEPING. STREET WASHING IS ALLOWED ONLY AFTER SHOVELING OR SWEEPING HAS REMOVED SEDIMENT. SEE CITY OF CHANHASSEN STANDARDS AND REGULATIONS 4.RESTORATION REQUIREMENTS ARE SHOWN AT A MINIMUM. ADDITIONAL RESTORATION MAY BE REQUIRED IF THERE IS ADDITIONAL SOIL DISTURBANCE. EROSION AND SEDIMENT CONTROL NOTES 1.PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT, OR GUTTER LINE, UNLESS OTHERWISE SPECIFIED. GRADING NOTES STORMWATER POLLUTION PREVENTION PLAN (SWPPP) OWNER: MINNETONKA PUBLIC SCHOOLS DISTRICT 276 PROJECT SITE MANAGER: T.B.D. CONTRACTOR: T.B.D. THE SITE CONTRACTOR IS THE PARTY RESPONSIBLE TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP's BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED AND THE "NOTICE OF TERMINATION" IS SUBMITTED. SEE THE GENERAL STORMWATER PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR REGULATIONS. SWPPP CONTACT INFORMATION: ALL INFORMATION WITHIN THE PLAN SET AND SPECIFICATIONS IS TO BE USED IN ACCORDANCE WITH THE SWPPP NARRATIVE AND THE LATEST CONSTRUCTION DOCUMENTS. TOTAL PROJECT AREA BEFORE CONSTRUCTION AFTER CONSTRUCTION DISTURBED AREA TOTAL ESTIMATED IMPERVIOUS TOTAL ESTIMATED PERVIOUS RUNOFF COEFFICIENT OR CN VALUE LF CY BMP ESTIMATED QUANTITIES OF BMP'S UNITS LF ACRES ACRES EA SY THE GENERAL STORMWATER NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT IS REQUIRED FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE PERMITEE(S) AS INDICATED IN THE PERMIT, MUST IMPLEMENT THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AS DEMONSTRATED HEREIN AND WITHIN THE SWPPP NARRATIVE. THE BEST MANAGEMENT PRACTICES (BMP's) IDENTIFIED MUST BE INSTALLED IN AN APPROPRIATE AND FUNCTIONAL WAY TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING THE STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED MANNER. FOR REQUIREMENTS ASSOCIATED WITH FISH/WILDLIFE/RIVERS AND OTHER BODIES OF WATER, SEE MNDNR. EROSION PREVENTION PRACTICES 1.ALL EXPOSED SOIL MUST BE STABILIZED AS SOON AS POSSIBLE AND NO LATER THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE WHERE WORK HAS TEMPORARILY OR PERMANENTLY CEASED. THESE AREAS INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTED STORMWATER MANAGEMENT POND, SIDE SLOPES, AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO STORMWATER CONVEYANCE SYSTEM, SUCH AS A CURB AND GUTTER SYSTEM, STORM SEWER INLET, TEMPORARY OR PERMANENT DRAINAGE DITCH OR OTHER NATURAL OR MANMADE SYSTEMS THAT DISCHARGE TO A SURFACE WATER. 2.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. 3.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF-SITE IN AN UNCONTROLLED MANNER. CONTRACTOR TO VERIFY AT PROJECT CLOSE-OUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND IS FULLY FUNCTIONAL. CONTRACTOR TO FOLLOW BEST MANAGEMENT PRACTICES (BMP'S). 4.ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, PARKING AREAS, ISLANDS AND SIDEWALKS, SHALL BE RESTORED WITH MINIMUM 6 INCHES TOPSOIL, SEEDED AND MULCHED AS SOON AS POSSIBLE AND NO LATER THAN 7 DAYS OF COMPLETION OF SITE GRADING. 5.IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE HILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. 6.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3:1 SLOPES AND STEEPER, DITCH BOTTOMS AND OTHER "HARD TO HOLD" AREAS AS SHOWN. SEDIMENT CONTROL PRACTICES CONTINUED 7.IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES. 8.THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 9.CONTRACTOR TO INSTALL AND MAINTAIN INLET PROTECTION AROUND ALL EXISTING CATCHBASINS, CATCHBASIN MANHOLES, AND FLARED END SECTIONS PRIOR TO THE START OF LAND DISTURBING ACTIVITIES AND AROUND ALL NEW CATCHBASINS, CATCHBASIN MANHOLES, AND FLARED END SECTIONS AFTER THEY ARE INSTALLED, UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. SEE PLATE NO. 5302F/C7.0, 5302G/C7.0, AND 5302A/C7.0. 10.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 11.STOCKPILE AREAS WHICH REMAIN INACTIVE FOR MORE THAN 7 DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 12.THE PERMITEE(S) MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED PER THE AUTHORITY HAVING JURISDICTION. IT IS RECOMMENDED THAT THE TEMPORARY BASIN BE INSTALLED IN THE LOCATION OF THE PERMANENT BASIN. CONTRACTOR TO CLEAN OUT ALL SEDIMENT AND RETURN BASIN TO DESIGN CAPACITY PRIOR TO FINAL STABILIZATION. DEWATERING AND BASIN DRAINING 1.DEWATERING OR BASIN DRAINING (E.G. PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP's, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE PERMITEE(S) MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. 2.ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 3.ANY DEWATERING ACTIVITY SHALL BE APPROVED BY THE ENGINEER AND THE APPROPRIATE GOVERNING AGENCIES PRIOR TO CONSTRUCTION. CONSTRUCTION ACTIVITY REQUIREMENTS INSPECTIONS AND MAINTENANCE INSPECTIONS AND MAINTENANCE ARE CONDUCTED BY THE SUPERVISOR/CONTRACTOR AND MUST CONFORM TO THE SWPPP NARRATIVE. THE IMPLEMENTATION SCHEDULE MUST CONFORM TO THE SWPPP NARRATIVE. IMPLEMENTATION SCHEDULE INSTALL SEDIMENT PONDS AT RATE OF 1800 CF OF DEAD STORAGE PER ACRE OF DISTURBED LAND. TEMPORARY SEDIMENT BASINS SHALL BE OPERATIONAL UNTIL PERMANENT COVER IS ESTABLISHED FOR THE ENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. TEMPORARY SEDIMENT BASINS MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENTLY WITH THE START OF SOIL DISTURBANCE THAT IS UPGRADIENT OF THE AREA AND CONTRIBUTES RUNOFF TO THE POND. TEMPORARY EROSION CONTROL PLAN SILT FENCE OUTLET PROTECTION WITH RIP RAP SEDIMENT CONTROL LOG HYDRO-SEED MULCH CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET 1,860 32 650 SEE LANDSCAPING 1 4,845 30.74 AC 10.89 AC 19.85 AC 85.9 SEDIMENT CONTROL PRACTICES 1.CONTRACTOR TO INSTALL SEDIMENT CONTROL ELEMENTS PRIOR TO START OF LAND DISTURBING ACTIVITIES, MAINTAIN IN GOOD CONDITION DURING CONSTRUCTION AND REMOVE FROM THE SITE UPON COMPLETION OF FINAL PAVING AND TURF ESTABLISHMENT. REMOVE FROM SITE UPON COMPLETION OF FINAL STABILIZATION. ALL SEDIMENT CONTROL ELEMENTS ARE TEMPORARY. 2.TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL CONSTRUCTION ACCESS LOCATIONS. SEE PLATE NO. 5301/C7.0. 3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR SWEEPING. STREET WASHING IS ALLOWED ONLY AFTER SHOVELING OR SWEEPING HAS REMOVED SEDIMENT. 4.SEDIMENT CONTROL PRACTICES MUST DETER SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS SEE PLATE NO. 5302G/C7.0, AND 5302A/C7.0. 5.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A TREATMENT SYSTEM (E.G., DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 6.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. ESTIMATED PROJECT START DATE: 07/2026 ESTIMATED PROJECT COMPLETION DATE: 12/2027 CONSTRUCTION DATES: NA 30.74 AC 14.11 AC 16.63 AC 87.7 8.04 AC SEE LANDSCAPING VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 1 . 0 C i v i l N o t e s - S W P P P . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 3 : 2 0 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION RCQ ARL STORMWATER POLLUTION PREVENTION PLAN (SWPPP) / CIVIL NOTES C1.0 CIVIL NOTES 14 9 N87°12'20"W 1341.24 N0 3 ° 1 0 ' 3 4 " E 1 5 9 . 5 9 N2 0 ° 5 0 ' 5 1 " E 5 9 2 . 0 0 N69 ° 2 3 ' 4 2 " W 55. 0 0 S0 2 ° 2 8 ' 1 5 " W 1 1 7 4 . 5 1 S86°33'22"E 525.52 S 4 1 ° 5 4 ' 4 5 " E 3 8 . 3 3 N41 ° 0 5 ' 1 5 " E 3 8 7 . 6 5 S6 2 ° 5 4 ' 4 5 " E 3 4 9 . 6 9 N1 9 ° 5 3 ' 0 8 " E 1 3 2 . 6 7 11 8 . 4 6 Δ= 2 ° 1 8 ' 3 2 " R= 2 9 3 9 . 7 9 70 . 1 6 N2 0 ° 4 3 ' 4 2 " E Edge of Water Edge of Water Pond 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12" HD P E 12 " H D P E 1 2 " P V C 12 " P V C 6" PV C 12 " R C P 12" HDPE 12" H D P E 12" HDPE12" HDPE 6" PVC 6" P V C 1 2 " H D P E 12" HDPE 18 " R C P 2 4 " R C P 6" PVC 1 2 " R C P 3" PVC 18" H D P E 18" H D P E 6" PVC 15 " H D P E 15 " H D P E 15" H D P E 15 " H D P E 15 " RC P 12" HDPE 3" P V C 15 " H D P E 15 " H D P E 1 5 " H D P E 12" R C P 12" R C P 1 2 " R C P 18" RCP 24 " R C P 24 " R C P 3" HDPE 3" HDPE 12" R C P 3" P V C 24" RCP 24 " R C P 24" R C P 6" P V C 6" P V C 18" HDPE 8" HDPE 8 " H D P E 1 8 " H D P E 8" P V C 6" P V C 6" HDPE 12 " R C P 12 " R C P 12" R C P 12 " R C P 18 " R C P 24" R C P 12 " R C P 24 " R C P 12 " R C P 24 " R C P 36" R C P ( P e r R e c . ) 12 " R C P 12" RCP 12" RCP 12" R C P 12" R C P 6 " C l a y 12" RCP 8" RCP 8" PVC 8" P V C 8 " P V C 8" C l a y 8 " P V C 8 " P V C 8" P V C 12 " P V C 8 " P V C 8" PVC 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 12 " S a n ( P e r R e c . ) 8" PVC 8 " P V C WM (Per Rec.) WM ( P e r R e c . ) WM (Per Rec.) 8" VCP Concrete Concrete Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 2 . 0 D e m o M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 3 : 3 0 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 50'100'150' 1"=50' OVERALL EXISTING CONDITIONS AND REMOVALS PLAN C2.0 1 RCQ ARL OVERALL EXISTING CONDITIONS AND REMOVALS PLAN C2.0 PROPOSED IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY PR O P E R T Y L I N E HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE SEE SHEET C2.1 FOR ENLARGED PLAN SEE SHEET C2.2 FOR ENLARGED PLAN PR O P E R T Y L I N E 15 0 LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER DENOTES SURFACE DRAINAGE EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT LIMITS OF CONSTRUCTION EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED SAWCUT LINE CONCRETE PAVEMENT TO BE REMOVED BITUMINOUS PAVEMENT TO BE REMOVED N0 3 ° 1 0 ' 3 4 " E 1 5 9 . 5 9 N2 0 ° 5 0 ' 5 1 " E 5 9 2 . 0 0 N69 ° 2 3 ' 4 2 " W 55. 0 0 N1 9 ° 5 3 ' 0 8 " E 1 3 2 . 6 7 70 . 1 6 N2 0 ° 4 3 ' 4 2 " E 6" W M ( P e r R e c . ) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12" HD P E 12 " H D P E 1 2 " P V C 12 " P V C 6" PV C 12 " R C P 12" HDPE 18 " R C P 6" PVC 1 2 " R C P 18" H D P E 18" H D P E 12" R C P 12 " R C P 12 " R C P 12" R C P 12 " R C P 18 " R C P 24" R C P 12 " R C P 24 " R C P 12 " R C P 12" R C P 6 " C l a y 12" RCP 8" RCP 8" PVC 8" P V C 8 " P V C 8" C l a y 8 " P V C 8 " P V C 8" P V C 12 " P V C 8 " P V C 8" PVC 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 8" VCP Concrete Concrete Bituminous Concrete Retaining Wall Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E 21 10 10 6 5 5 10 8 7 7 1 3 2 28 1 1 3 21 21 21 3 20 4 1 21 4 26 21 21 1 1 4 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PROPOSED SAWCUT LINE. SAWCUT AT NEAREST JOINT AS APPLICABLE REMOVE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE STORM SEWER REMOVE STORM MANHOLE / CATCH BASIN REMOVE SANITARY SEWER REMOVE SANITARY MANHOLE STORM MANHOLE / CATCH BASIN TO REMAIN. ADJUST RIM AS NECESSARY BULKHEAD OPENING IN MANHOLE WHERE PIPE HAS BEEN REMOVED REMOVE LIGHT POLE. COORDINATE WITH ELECTRICAL REMOVE UTILITY VAULT. COORDINATE WITH ELECTRICAL REMOVE GATE AND SALVAGE FOR REINSTALLATION REMOVE AND DISPOSE OF SIGN POSTS AND CONCRETE FOOTING. SALVAGE SIGN PANEL FOR REINSTALLATION INTO PROJECT AS NECESSARY TREE TO BE SPADE AND TRANSPLANTED REMOVE COLUMN AND OVERHANG - SEE ARCHITECTURAL REMOVE BASKETBALL HOOP POST AND CONCRETE FOOTINGS. SALVAGE HOOP, POST AND BACKBOARD FOR REINSTALLATION REMOVE LONG JUMP / TRIPLE JUMP PIT REMOVE EXISTING FENCE POSTS SET IN CONCRETE FOOTINGS. SALVAGE AIR-DRIVEN POSTS, ALL HORIZONTAL MEMBERS, FENCE FABRIC, AND GATE PANELS. SALVAGE MATERIALS FOR REINSTALLATION REMOVE BOLLARD REMOVE TREE, SEE L1.1 FOR COMPLETE TREE LIST REMOVE WALL REMOVE WATER SPIGOT REMOVE ROOF DRAIN REMOVE CLEANOUT AND DRAINTILE CATCH BASIN/ STORM MANHOLE TO REMAIN LIGHT POLE TO REMAIN RAILING TO BE REMOVED AND SALVAGED FOR REINSTALLATION KEY NOTES VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 2 . 0 D e m o M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 5 : 2 1 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' EXISTING CONDITIONS AND REMOVALS PLAN C2.1 1 RCQ ARL EXISTING CONDITIONS AND REMOVALS PLAN C2.1 MA T C H L I N E - S E E S H E E T 1 / C 2 . 2 PROPOSED IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY 15 1 N87°12'20"W 1341.24 S0 2 ° 2 8 ' 1 5 " W 1 1 7 4 . 5 1 Edge of Water Edge of Water Pond 6" W M ( P e r R e c . ) 12" HD P E 12 " H D P E 1 2 " P V C 12 " P V C 6" PV C 12 " R C P 12" HDPE 12" H D P E 12" HDPE 6" PVC 15 " H D P E 15 " H D P E 15" H D P E 15 " H D P E 15 " RC P 12" HDPE 3" P V C 15 " H D P E 1 5 " H D P E 1 5 " H D P E 12" R C P 12" R C P 1 2 " R C P 18" RCP 24 " R C P 24 " R C P 3" HDPE 3" HDPE 3" P V C 6" P V C 6" P V C 18" HDPE 8" HDPE 8 " H D P E 1 8 " H D P E Concrete Bituminous Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) PROPERTY LINE PR O P E R T Y L I N E 1 1 1 1 1 2 4 3 3 4 4 4 4 18 5 6 5 6 25 25 15 15 15 11 13 2 3 3 2 3 11 11 21 12 11 14 14 14 11 17 17 4 4 4 2 22 19 20 3 2 3 21 21 24 20 23 21 21 3 24 3 1 2 11 4 4 1 3 2 26 6 6 4 2 28 1 1 3 21 21 27 21 5 10 5 5 19 21 20 4 1 15 15 4 26 21 1 4 19 LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER DENOTES SURFACE DRAINAGE EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT LIMITS OF CONSTRUCTION EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED SAWCUT LINE CONCRETE PAVEMENT TO BE REMOVED BITUMINOUS PAVEMENT TO BE REMOVED 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PROPOSED SAWCUT LINE. SAWCUT AT NEAREST JOINT AS APPLICABLE REMOVE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE STORM SEWER REMOVE STORM MANHOLE / CATCH BASIN REMOVE SANITARY SEWER REMOVE SANITARY MANHOLE STORM MANHOLE / CATCH BASIN TO REMAIN. ADJUST RIM AS NECESSARY BULKHEAD OPENING IN MANHOLE WHERE PIPE HAS BEEN REMOVED REMOVE LIGHT POLE. COORDINATE WITH ELECTRICAL REMOVE UTILITY VAULT. COORDINATE WITH ELECTRICAL REMOVE GATE AND SALVAGE FOR REINSTALLATION REMOVE AND DISPOSE OF SIGN POSTS AND CONCRETE FOOTING. SALVAGE SIGN PANEL FOR REINSTALLATION INTO PROJECT AS NECESSARY TREE TO BE SPADE AND TRANSPLANTED REMOVE COLUMN AND OVERHANG - SEE ARCHITECTURAL REMOVE BASKETBALL HOOP POST AND CONCRETE FOOTINGS. SALVAGE HOOP, POST AND BACKBOARD FOR REINSTALLATION REMOVE LONG JUMP / TRIPLE JUMP PIT REMOVE EXISTING FENCE POSTS SET IN CONCRETE FOOTINGS. SALVAGE AIR-DRIVEN POSTS, ALL HORIZONTAL MEMBERS, FENCE FABRIC, AND GATE PANELS. SALVAGE MATERIALS FOR REINSTALLATION REMOVE BOLLARD REMOVE TREE, SEE L1.1 FOR COMPLETE TREE LIST REMOVE WALL REMOVE WATER SPIGOT REMOVE ROOF DRAIN REMOVE CLEANOUT AND DRAINTILE CATCH BASIN/ STORM MANHOLE TO REMAIN LIGHT POLE TO REMAIN RAILING TO BE REMOVED AND SALVAGED FOR REINSTALLATION KEY NOTES VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 2 . 0 D e m o M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 6 : 1 5 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' EXISTING CONDITIONS AND REMOVALS PLAN C2.2 1 RCQ ARL EXISTING CONDITIONS AND REMOVALS PLAN C2.2 MA T C H L I N E - S E E S H E E T 1 / C 2 . 1 PROPOSED IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY 15 2 Edge of Water Edge of Water Pond 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12" HD P E 12 " H D P E 1 2 " P V C 12 " P V C 6" PV C 12 " R C P 12" HDPE 12" H D P E 12" HDPE12" HDPE 6" PVC 6" P V C 1 2 " H D P E 12" HDPE 18 " R C P 2 4 " R C P 6" PVC 1 2 " R C P 3" PVC 18" H D P E 18" H D P E 15" H D P E 15 " H D P E 15 " RC P 15 " H D P E 15 " H D P E 1 5 " H D P E 12" R C P 12" R C P 1 2 " R C P 18" RCP 24 " R C P 24 " R C P 12" R C P 3" P V C 24" RCP 24 " R C P 24" R C P 6" P V C 6" P V C 18" HDPE 8" HDPE 8 " H D P E 1 8 " H D P E 8" P V C 6" P V C 6" HDPE 12 " R C P 12 " R C P 12" R C P 12 " R C P 18 " R C P 24" R C P 12 " R C P 24 " R C P 12 " R C P 24 " R C P 36" R C P ( P e r R e c . ) 12 " R C P 12" RCP 12" RCP 12" R C P 12" R C P 6 " C l a y 8" PVC 12 " P V C 8 " P V C 8" PVC 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 12 " S a n ( P e r R e c . ) 8" PVC 8 " P V C WM (Per Rec.) WM ( P e r R e c . ) WM (Per Rec.) 8" VCP Concrete Concrete Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) NO P A R K I N G NO P A R K I N G STMH-102 CBMH-130 CBMH-122 CB-123 STMH-151 CBMH-202 CB-203 STM-201 CB-152 CB-153 EX STMH-W EX-SMH SMH-501 SMH-502 SMH-503 REMARKS STORM SEWER SCHEDULE SIZEGRATE TYPE (NEENAH) STMH-102 CATCH BASIN / MANHOLE PLATE NO. SOLID 48"SEE PLATE 3100/C7.3 CBMH-122 INLET 48"3102/C7.3 CB-123 30"3103/C7.3 CBMH-130 INLET 48"3102/C7.3 STMH-151 SOLID 48"3100/C7.3 CB-152 INLET 48"3100/C7.3 CB-153 30 3103/C7.3 STM-201 SOLID 48"3100/C7.3 CBMH-202 INLET 48"3100/C7.3 CB-203 INLET 48"3100/C7.3 SEE PLATE SEE PLATE SEE PLATE SEE PLATE R-1792-FG R-1792-FG R-1792-FG STOOLR-4341-A STOOLR-4341-A VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 3 . 0 P a v i n g - U t i l i t i e s M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 4 9 : 0 9 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 50'100'150' 1"=50' OVERALL SITE PAVING AND UTILITY PLAN C3.0 1 RCQ ARL OVERALL SITE PAVING AND UTILITY PLAN C3.0 1 PR O P E R T Y L I N E HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE SEE SHEET C3.1 FOR ENLARGED PLAN SEE SHEET C3.2 FOR ENLARGED PLAN BUILDING ADDITION BUILDING ADDITION PR O P E R T Y L I N E SEE SHEET C3.3 FOR ENLARGED PLAN SITE DATA TABLE PARCEL SIZE 1,339,233 SF 30.74 AC EXISTING CONDITIONS SITE COVERED BY BLDG 11.1 % (3.41 AC) SITE COVERED BY IMPERV SURFACE 8.9 % (2.74 AC) SITE COVERED BY PARKING 16.2 % (4.98 AC) TOTAL IMPERVIOUS 36.2% (11.13 AC) EX # OF EMPLOYEES 209 PARKING SPACES REQ PARKING PROVIDED 327 ST STD PK'G 319 ST ADA PK'G 8 ST HEIGHT OF BUILDING 3X FT BUILDING USE BREAKDOWN EDUCATION 100 % PROPOSED CONDITIONS DISTURBED AREA 8.2 AC SITE COVERED BY BLDG 12.8 % (3.94 AC) SITE COVERED BY IMPERV SURFACE 16.9 % (5.20 AC) (INCLUDING SYNTHETIC TURF FIELD) SITE COVERED BY PARKING 16.0 % (4.92 AC) TOTAL IMPERVIOUS 45.7% (14.06 AC) IMPERVIOUS INCREASE 2.9 AC PROPOSED # OF EMPLOYEES 209 PARKING SPACES REQ PARKING PROVIDED 329 ST HEIGHT OF BUILDING 3X FT BUILDING USE BREAKDOWN EDUCATION 100 % Watershed Revision 03/02/2026 15 3 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12 " R C P 12" R C P 6 " C l a y 8" PVC 12 " P V C 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 8" VCP Concrete Concrete Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E 1 1 4 EX-SMH RIM:1032.96 IE:1021.10 (N/SW) EX IE:1026.2 (SE) EX IE:2025.00 DROP IE:1021.35 13 LF 12" PVC SCH. 40 @ 4.45% CONNECT TO EX STM B IE:1048.50 CBMH-202 RIM:1054.93 IE:1047.92 (SE) IE:1047.72 (N) IE:1047.52 (W) 31 LF 12" PVC SCH. 40 @ 1.53% 40 LF 15" PVC SCH. 40 @ 1.01% CONNECT TO STM A IE:1048.80 CB-203 RIM:1054.92 IE:1048.32 (N) IE:1048.12 (S) STM-201 RIM:1047.03 IE:1045.00 (E) IE:1045.00 (SW) 127 LF 18" PVC SCH. 40 @ 1.99% 35 41 LF 8" PVC SCH. 40 @ 3.79% WYE-9 IE:1046.62 52 LF 8" PVC SCH. 40 @ 3.80% 147 LF 6" PVC SCH. 40 @ 0.51% CO-131 RIM:1049.47 IE:1048.45 (N) BUILDING ADDITION FFE = 1055.77 27 EX STMH-W RIM:1051.20 IE:1044.70 (NE) IE:1044.65 (SE) IE:1047.70 (S) IE:1041.30 (W) IE:1041.41 (SE) EX 27 38 38 38 CONNECT TO SAN B IE:1045.60127 LF 8" PVC SCH. 40 @ 2.04% 7 LF 8" PVC SDR 26 @ 108.52% IE: 1035.00 IE:1043.00 32 LF 8" PVC SCH. 40 @ 2.20% FES-180 IE: 1051.00 CONNECT TO STM C IE: 1048.50 IE:1048.17 12 LF 8" PVC SDR 26 @ 79.84% IE: 1035.00 IE:1044.80 50 LF 8" PVC SCH. 40 @ 5.39% RL-181 IE: 1051.71 3 LF 8" PVC SCH. 40 @ 14.81% 8 LF 8" PVC SCH. 40 @ 3.93% CONNECT TO SAN C IE: 1048.00 IE:1047.50 9 LF 8" PVC SDR 26 @ 67.78% 41 LF 8" PVC SCH. 40 @ 12.09% IE:1046.00 IE: 1035.00 IE:1041.00 27 35 43 22 L F 6" PERFORATED PVC SCH. 40 @ 0.50% TYP. 18 L F 18 L F 16 L F 11 L F 7 LF 3 LF 11 LF BUILDING ADDITION FFE=1058.35 BUILDING ADDITION FFE=1058.35 MATCH EXISTING BITUMINOUS PAVEMENT SECTION 26 45 45 45 20 46 46 9 LF 8" DIP @ 5.15% LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED DRAINTILE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED SANITARY MANHOLE PROPOSED FENCE PROPOSED FILTRATION BASIN TOP OF FILTER MEDIA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CONCRETE STOOP - SEE STRUCTURAL PLANS HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL PVMT-29/C7.1 LIGHT DUTY BITUMINOUS PAVEMENT - SEE DETAIL PVMT-37/C7.1 CONCRETE SIDEWALK - SEE DETAIL PVMT-03/C7.1 CONTRACTION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1 EXPANSION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1 B618 CURB AND GUTTER - SEE PLATE NO. 5203/C7.1 SURMOUNTABLE CURB AND GUTTER. SEE PLATE NO. 5203/C7.1 TIP OUT CURB AND GUTTER 5' CURB TRANSITION ADA RAMP - SEE DETAIL PVMT-17/C7.1 REINSTALL SALVAGED CHAIN LINK FENCE, FABRIC AND PROVIDE NEW CHAIN LINK FENCE POSTS, FASTENERS, FITTINGS, AND ACCESSORIES. SEE LANDSCAPE PLANS SPECIFICATIONS RETAINING WALL - SEE DETAIL PVMT-12/C7.1 REINSTALL SALVAGED GATE - SEE SPECIFICATIONS CONCRETE DISCUS PAD AND CAGE - SEE LANDSCAPE PLANS CONCRETE SHOT PUT PAD - SEE LANDSCAPE PLANS LONG AND TRIPLE JUMP PIT WITH 12" CONCRETE BORDER - SEE LANDSCAPE PLANS BITUMINOUS LONG AND TRIPLE JUMP RUNWAY - SEE PVMT-37/C7.3 REINSTALL SALVAGED BASKETBALL HOOP SYSTEM OUTSIDE DROP MANHOLE - SEE DETAIL SAN-10/C7.4 SYNTHETIC FIELD - SEE SPECIFICATIONS AND DETAIL PVMT-22/C7.4 SANITARY MANHOLE - SEE PLATE NO. 2101/C7.3 FIRE HYDRANT AND GATE VALVE - SEE PLATE NO. 1004/C7.2 GATE VALVE - SEE PLATE NO. 1006/C7.2 NEW LIGHT POLE - SEE ELECTRICAL PLANS ADJUST RIM ELEVATION - SEE GRADING PLAN FOR ELEVATION CORE DRILL WITH PRESS SEAL CONNECTION 16' WIDE GATE - LANDSCAPE PLANS AND SPECIFICATIONS 6" MULTI-FLOW 90° BEND (TYP.) 6" MULTI-FLOW DRAINAGE SYSTEM - SEE SPECIFICATIONS AND MULTI-FLOW DATA SHEET ON SHEET C7.4 8"X4" WYE (TYP.) - SEE DETAIL STM-03/C7.4 6" MULTI-FLOW END CAP (TYP.) MODIFY STRUCTURE TO INSTALL NEENAH R-1733 FRAME AND SOLID COVER CONCRETE BORDER - SEE DETAIL PVMT-51/C7.4 CLEANOUT - SEE DETAIL STM-02/C7.3 CONCRETE STEPS. 5 RISERS AT 0.50' - SEE STRUCTURAL OUTLET CONTROL STRUCTURE - SEE STANDARD PLATE NO. 3109/C7.3 CUT IN WYE - SEE STANDARD PLATE NO. 2003/C7.2 REPLACE SALVAGED RAILING 6" 45° BEND CUT IN TEE CONNECTION TO EXISTING WATERMAIN SUBSURFACE DRAINTILE - SEE PLATE NO. 5232/C7.1 FILTRATION BASIN - SEE DETAILS STM-12/C7.2 AND STM-18/C7.2 DRAINTILE UNDER TRACK - SEE DETAIL STM-37/C7.1 COORDINATE CONNECTION WITH MECHANICAL SANITARY SEWER RISER - SEE DETAIL SAN-08/C7.4 KEY NOTES 36 37 38 39 40 41 42 43 44 45 46 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 3 . 0 P a v i n g - U t i l i t i e s M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 8 : 0 6 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 20'40'60' 1"=20' SITE PAVING AND UTILITY PLAN C3.1 1 RCQ ARL SITE PAVING AND UTILITY PLAN C3.1 MATCHLINE - SEE SHEET 1/C3.3 MA T C H L I N E - S E E S H E E T 1 / C 3 . 2 15 4 Edge of Water Edge of Water Pond 6" W M ( P e r R e c . ) 12" HD P E 12 " H D P E 1 2 " P V C 12 " P V C 6" PV C 12 " R C P 12" HDPE 12" H D P E 12" HDPE 15" H D P E 15 " H D P E 15 " RC P 15 " H D P E 1 5 " H D P E 1 5 " H D P E 12" R C P 12" R C P 1 2 " R C P 18" RCP 24 " R C P 24 " R C P 3" P V C 6" P V C 6" P V C 18" HDPE 8" HDPE 8 " H D P E 1 8 " H D P E Concrete Bituminous Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) NO P A R K I N G NO P A R K I N G PROPERTY LINE PR O P E R T Y L I N E 1 1 1 1 3 19 19 4 2 14 4 7 7 411 15 16 7 8 8 8 7 7 3 18 17 17 34 3 3 3 34 3 13 4 2 2 2 12 28 28 28 SMH-503 RIM:1052.13 IE:1043.75 (S) IE:1043.70 (NW) SMH-502 RIM:2104.75 IE:1042.00 (SE) IE:1041.90 (N) SMH-501 RIM:1048.57 IE:1039.50 (S) IE:1039.40 (NW) 22 LF 8" PVC SCH. 40 @ 1.13% 1 7 0 L F 8 " P V C S C H . 4 0 @ 1 . 0 0 % 19 8 L F 8 " P V C S C H . 4 0 @ 1 . 2 1 % 27 1 L F 8 " P V C S C H . 4 0 @ 5 . 1 5 % STMH-102 RIM:1054.34 IE:1045.31 (SE) IE:1045.31 (W) CBMH-130 RIM:1052.72 IE:1049.20 (N) IE:1049.00 (E) CBMH-122 RIM:1052.16 IE:1048.83 (N) IE:1048.63 (W) IE:1048.63 (S) IE:1049.00 (E/W) DT CB-123 RIM:1051.35 IE:1048.90 (S) FES-120 IE: 1048.00 EX STMH RIM:1044.73 IE:1042.95 (E) IE:1044.47 (N) EX. IE:1040.55 (NW) EX. IE:1040.40 (S) EX. 40 LF 15" PVC SCH. 40 @ 0.72% 324 LF 15" PVC SCH. 40 @ 0.73% 10 LF 10" PVC SCH. 40 @ 0.97%106 LF 12" PVC SCH. 40 @ 0.35% 8 LF 12" HDPE @ 0.83% 47 LF 15" PVC SCH. 40 @ 1.35% 21 2 33 32 32 29 29 31 31 31 31 30 30 31 31 34 34 34 34 STUB SANITARY SEWER 11' FROM BUILDING IE:1044.00 COORDINATE CONNECTION WITH MECHANICAL 178 LF 6" PVC SCH. 40 @ 0.39% 75 LF 12" HDPE @ 9.11% FES-150 IE: 1048.50 STMH-151 RIM:1060.15 IE:1055.32 (SW) IE:1055.32 (N/S) DT IE:1056.14 (NW/SW) DT 84LF 12" PERFORATED DUAL WALL HDPE WT DRAINTILE @ 0.20% 84LF 12" PERFORATED DUAL WALL HDPE WT DRAINTILE @ 0.20% 1281 LF 8" PERFORATED DUAL WALL HDPE WT DRAINTILE @ 0.20% 4 4 7 IE: 1057.72 END CAP IE: 1056.59 IE: 1057.72 IE: 1057.72 IE: 1057.72 CB-152 RIM:1058.33 IE:1056.78 (N) IE: 1056.24 (E/W) DT CB-153 RIM:1059.51 IE:1057.00 (S) IE:1057.27 (E/W) DT 22 LF 12" HDPE @ 1.00% 8"X8" WYE IE: 1055.95 8"X8" WYE IE: 1055.41 IE: 1055.58 IE: 1056.12 IE: 1056.49 IE: 1056.10 IE: 1055.47 IE: 1055.74 22 22 22 35 36 9 9 9 10 2 STUB STORM SEWER 11' FROM BUILDING IE:1049.30 COORDINATE CONNECTION WITH MECHANICAL 7 7 26 CO-104 RIM:1047.82 IE:1046.80 (W) 10 2 BUILDING ADDITION FFE = 1053.05 27 37 39 40 41 254 LF 6" PVC C900 23 24 35 35 50 LF 4" PERFORATED PVC SCH. 40 @ 0.20% 50 LF 4" PERFORATED PVC SCH. 40 @ 0.20% 42 43 20 L F 4 0 L F 39 LF 40 LF 41 LF 41 LF 42 LF 42 LF 6" PERFORATED PVC SCH. 40 @ 0.50% TYP. STORM CROSSES WATER TOP OF WATER (ASSUME 8.0' BURY) 1041.8 BOTTOM OF STORM - 1043.3 OCS-103 RIM:1049.50 IE:1046.10 (E) IE:1045.60 (NW) 44 44 664 LF 6" PERFORATED PVC SCH. 40 DRAINTILE @ 0.20% 664 LF 6" PERFORATED PVC SCH. 40 DRAINTILE @ 0.20% 190 LF 4" PERFORATED PVC SCH. 40 @ 0.20% 159 LF 4" PERFORATED PVC SCH. 40 @ 0.20% 28 LF TOTAL 6" NON-PERFORATED PVC SCH. 40 @ 0.20% IE: 1057.50 IE: 1057.65 IE: 1057.59 MAINTAIN 18" SEPARATION BETWEEN GAS AND STORM 25 25 25 25 25 25 25 25 25 43 LF 56 L F 53 L F 49 L F 46 L F 43 L F 39 L F 34 L F LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED DRAINTILE PROPOSED CONCRETE PAVEMENT PROPOSED SIGN PROPOSED SANITARY MANHOLE PROPOSED FENCE PROPOSED FILTRATION BASIN PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT TOP OF FILTER MEDIA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CONCRETE STOOP - SEE STRUCTURAL PLANS HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL PVMT-29/C7.1 LIGHT DUTY BITUMINOUS PAVEMENT - SEE DETAIL PVMT-37/C7.1 CONCRETE SIDEWALK - SEE DETAIL PVMT-03/C7.1 CONTRACTION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1 EXPANSION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1 B618 CURB AND GUTTER - SEE PLATE NO. 5203/C7.1 SURMOUNTABLE CURB AND GUTTER. SEE PLATE NO. 5203/C7.1 TIP OUT CURB AND GUTTER 5' CURB TRANSITION ADA RAMP - SEE DETAIL PVMT-17/C7.1 REINSTALL SALVAGED CHAIN LINK FENCE, FABRIC AND PROVIDE NEW CHAIN LINK FENCE POSTS, FASTENERS, FITTINGS, AND ACCESSORIES. SEE LANDSCAPE PLANS SPECIFICATIONS RETAINING WALL - SEE DETAIL PVMT-12/C7.1 REINSTALL SALVAGED GATE - SEE SPECIFICATIONS CONCRETE DISCUS PAD AND CAGE - SEE LANDSCAPE PLANS CONCRETE SHOT PUT PAD - SEE LANDSCAPE PLANS LONG AND TRIPLE JUMP PIT WITH 12" CONCRETE BORDER - SEE LANDSCAPE PLANS BITUMINOUS LONG AND TRIPLE JUMP RUNWAY - SEE PVMT-37/C7.3 REINSTALL SALVAGED BASKETBALL HOOP SYSTEM OUTSIDE DROP MANHOLE - SEE DETAIL SAN-10/C7.4 SYNTHETIC FIELD - SEE SPECIFICATIONS AND DETAIL PVMT-22/C7.4 SANITARY MANHOLE - SEE PLATE NO. 2101/C7.3 FIRE HYDRANT AND GATE VALVE - SEE PLATE NO. 1004/C7.2 GATE VALVE - SEE PLATE NO. 1006/C7.2 NEW LIGHT POLE - SEE ELECTRICAL PLANS ADJUST RIM ELEVATION - SEE GRADING PLAN FOR ELEVATION CORE DRILL WITH PRESS SEAL CONNECTION 16' WIDE GATE - LANDSCAPE PLANS AND SPECIFICATIONS 6" MULTI-FLOW 90° BEND (TYP.) 6" MULTI-FLOW DRAINAGE SYSTEM - SEE SPECIFICATIONS AND MULTI-FLOW DATA SHEET ON SHEET C7.4 8"X4" WYE (TYP.) - SEE DETAIL STM-03/C7.4 6" MULTI-FLOW END CAP (TYP.) MODIFY STRUCTURE TO INSTALL NEENAH R-1733 FRAME AND SOLID COVER CONCRETE BORDER - SEE DETAIL PVMT-51/C7.4 CLEANOUT - SEE DETAIL STM-02/C7.3 CONCRETE STEPS. 5 RISERS AT 0.50' - SEE STRUCTURAL OUTLET CONTROL STRUCTURE - SEE DETAIL STM-04/C7.3 CUT IN WYE - SEE STANDARD PLATE NO. 2003/C7.2 REPLACE SALVAGED RAILING 6" 45° BEND CUT IN TEE CONNECTION TO EXISTING WATERMAIN SUBSURFACE DRAINTILE - SEE PLATE NO. 5232/C7.1 FILTRATION BASIN - SEE DETAILS STM-12/C7.2 AND STM-18/C7.2 DRAINTILE UNDER TRACK - SEE DETAIL STM-37/C7.1 COORDINATE CONNECTION WITH MECHANICAL SANITARY SEWER RISER - SEE DETAIL SAN-08/C7.4 KEY NOTES 36 37 38 39 40 41 42 43 44 45 46 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 3 . 0 P a v i n g - U t i l i t i e s M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 4 9 : 1 0 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' SITE PAVING AND UTILITY PLAN C3.2 1 RCQ ARL SITE PAVING AND UTILITY PLAN C3.2 1 MA T C H L I N E - S E E S H E E T 1 / C 3 . 1 Watershed Revision 03/02/2026 15 5 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12" H D P E 12" HDPE12" HDPE 6" PVC 6" P V C 1 2 " H D P E 12" HDPE 18 " R C P 2 4 " R C P 6" PVC 1 2 " R C P 3" PVC 18" H D P E 18" H D P E 8 " P V C 8" PVC 35 147 LF 6" PVC SCH. 40 @ 0.51% CO-131 RIM:1049.47 IE:1048.45 (N) PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE 22 L F 18 L F LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED DRAINTILE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED SANITARY MANHOLE PROPOSED FENCE PROPOSED FILTRATION BASIN TOP OF FILTER MEDIA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CONCRETE STOOP - SEE STRUCTURAL PLANS HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL PVMT-29/C7.1 LIGHT DUTY BITUMINOUS PAVEMENT - SEE DETAIL PVMT-37/C7.1 CONCRETE SIDEWALK - SEE DETAIL PVMT-03/C7.1 CONTRACTION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1 EXPANSION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1 B618 CURB AND GUTTER - SEE PLATE NO. 5203/C7.1 SURMOUNTABLE CURB AND GUTTER. SEE PLATE NO. 5203/C7.1 TIP OUT CURB AND GUTTER 5' CURB TRANSITION ADA RAMP - SEE DETAIL PVMT-17/C7.1 REINSTALL SALVAGED CHAIN LINK FENCE, FABRIC AND PROVIDE NEW CHAIN LINK FENCE POSTS, FASTENERS, FITTINGS, AND ACCESSORIES. SEE LANDSCAPE PLANS SPECIFICATIONS RETAINING WALL - SEE DETAIL PVMT-12/C7.1 REINSTALL SALVAGED GATE - SEE SPECIFICATIONS CONCRETE DISCUS PAD AND CAGE - SEE LANDSCAPE PLANS CONCRETE SHOT PUT PAD - SEE LANDSCAPE PLANS LONG AND TRIPLE JUMP PIT WITH 12" CONCRETE BORDER - SEE LANDSCAPE PLANS BITUMINOUS LONG AND TRIPLE JUMP RUNWAY - SEE PVMT-37/C7.3 REINSTALL SALVAGED BASKETBALL HOOP SYSTEM OUTSIDE DROP MANHOLE - SEE DETAIL SAN-10/C7.4 SYNTHETIC FIELD - SEE SPECIFICATIONS AND DETAIL PVMT-22/C7.4 SANITARY MANHOLE - SEE PLATE NO. 2101/C7.3 FIRE HYDRANT AND GATE VALVE - SEE PLATE NO. 1004/C7.2 GATE VALVE - SEE PLATE NO. 1006/C7.2 NEW LIGHT POLE - SEE ELECTRICAL PLANS ADJUST RIM ELEVATION - SEE GRADING PLAN FOR ELEVATION CORE DRILL WITH PRESS SEAL CONNECTION 16' WIDE GATE - LANDSCAPE PLANS AND SPECIFICATIONS 6" MULTI-FLOW 90° BEND (TYP.) 6" MULTI-FLOW DRAINAGE SYSTEM - SEE SPECIFICATIONS AND MULTI-FLOW DATA SHEET ON SHEET C7.4 8"X4" WYE (TYP.) - SEE DETAIL STM-03/C7.4 6" MULTI-FLOW END CAP (TYP.) MODIFY STRUCTURE TO INSTALL NEENAH R-1733 FRAME AND SOLID COVER CONCRETE BORDER - SEE DETAIL PVMT-51/C7.4 CLEANOUT - SEE DETAIL STM-02/C7.3 CONCRETE STEPS. 5 RISERS AT 0.50' - SEE STRUCTURAL OUTLET CONTROL STRUCTURE - SEE STANDARD PLATE NO. 3109/C7.3 CUT IN WYE - SEE STANDARD PLATE NO. 2003/C7.2 REPLACE SALVAGED RAILING 6" 45° BEND CUT IN TEE CONNECTION TO EXISTING WATERMAIN SUBSURFACE DRAINTILE - SEE PLATE NO. 5232/C7.1 FILTRATION BASIN - SEE DETAILS STM-12/C7.2 AND STM-18/C7.2 DRAINTILE UNDER TRACK - SEE DETAIL STM-37/C7.1 COORDINATE CONNECTION WITH MECHANICAL SANITARY SEWER RISER - SEE DETAIL SAN-08/C7.4 KEY NOTES 36 37 38 39 40 41 42 43 44 45 46 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 3 . 0 P a v i n g - U t i l i t i e s M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 7 : 3 6 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 20'40'60' 1"=20' SITE PAVING AND UTILITY PLAN C3.3 1 RCQ ARL SITE PAVING AND UTILITY PLAN C3.3 MATCHLINE - SEE SHEET 1/C3.1 MA T C H L I N E - S E E S H E E T 1 / C 3 . 2 15 6 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) WM (Per Rec.) WM ( P e r R e c . ) WM (Per Rec.) 8" VCP Concrete Concrete Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) NO P A R K I N G NO P A R K I N G VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 4 . 0 S t r i p i n g - S i g n a g e M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 5 1 : 0 6 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 50'100'150' 1"=50' OVERALL SIGNAGE, STRIPING AND DIMENSION PLAN C4.0 1 RCQ ARL OVERALL SIGNAGE, STRIPING AND DIMENSION PLAN C4.0 1 PR O P E R T Y L I N E HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE SEE SHEET C4.1 FOR ENLARGED PLAN SEE SHEET C4.2 FOR ENLARGED PLAN BUILDING ADDITION BUILDING ADDITION PR O P E R T Y L I N E Watershed Revision 03/02/2026 15 7 6" W M ( P e r R e c . ) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 8" VCP Concrete Concrete Bituminous Concrete Retaining Wall Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E BUILDING ADDITION SMH-502 SMH-501 EX-SMH STM-201 CBMH-202 CB-203 6 CO-131 RL-181 10 . 0 0 ' 35.7 5 ' 20. 0 0 ' BUILDING ADDITION BUILDING ADDITION LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED FENCE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED SANITARY MANHOLE 1 2 3 4 5 S1 A B 6 STANDARD PARKING STALLS - SEE DETAIL PVMT-85/C7.1 ACCESSIBLE PARKING STALLS - SEE DETAIL PVMT-87/C7.1 NO PARKING / ACCESSIBLE ROUTE STRIPING - SEE DETAIL PVMT-83/C7.1 4" SINGLE LINE HIGHWAY GRADE WHITE PAVEMENT MARKING NON-SKID PAINTED 2" WHITE BASKETBALL COURT MARKINGS AND LINES RESTRIPE - MATCH EXISTING PAVEMENT MARKING DESIGN. CONTRACTOR TO TAKE NOTE OF EXISTING LAYOUT PRIOR TO REMOVAL NON-SKID PAINTED 2" WHITE TRACK AND FIELD LINES SOCCER FIELD SYNTHETIC TURF PAINT. SEE SPECIFICATIONS KEY NOTES ACCESSIBLE PARKING W/ VAN ACCESSIBLE - SEE DETAIL SIGN-01/C7.1 SIGN LEGEND BOLLARD MOUNTED SIGN - SEE DETAIL SIGN-03/C7.1 PROPOSED SIGN POST W/ SIGN(S) - SEE DETAIL SIGN-02/C7.1 SITE SIGNAGE KEY NOTES 7 8 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 4 . 0 S t r i p i n g - S i g n a g e M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 4 : 1 8 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' SIGNAGE, STRIPING AND DIMENSION PLAN C4.1 1 MA T C H L I N E - S E E S H E E T 1 / C 4 . 2 RCQ ARL SIGNAGE, STRIPING AND DIMENSION PLAN C4.1 15 8 6" W M ( P e r R e c . ) Concrete Bituminous Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) NO P A R K I N G NO P A R K I N G 25 . 8 5 ' PROPERTY LINE PR O P E R T Y L I N E R2.00' R10.00' R50.00' R40.00' R40.00' 3 2 1 3 5 BUILDING ADDITION SMH-503 SMH-502 SMH-501 STMH-102 CBMH-130 CBMH-122 CB-123 FES-120 6 6 6 6 FES-150 STMH-151 CB-153 CB-152 6 AS1 6 CO-104 R30.00' R 3 0 . 0 0 ' OCS-103 7 7 7 24.00' 14 . 1 7 ' 12.83'10.00' 10 . 0 0 ' 7.00'10.00' 10 . 0 0 ' 10 . 0 0 ' 15 0 . 5 3 ' 12.00' 239.50' 14.75' 210.00' 14.75' 69 . 7 3 ' 36 0 . 0 0 ' 212.21' 6 . 5 0 ' 5. 0 0 ' 3. 0 0 ' 10 . 0 0 ' 12 . 0 0 ' 6 . 0 0 ' 6.0 0 ' 54.00' 25 . 0 0 ' 40 . 0 0 ' 27 . 1 6 ' 50.00' 10. 0 0 ' 21.8 4 ' 18.00' TYP. 9. 0 0 ' TY P . 10. 0 0 ' 10 . 0 0 ' 10.0 0 ' 1 0 . 2 3 ' 11 . 0 0 ' 142.00' 25.00' 18 . 0 0 ' 60.00' 52 . 5 0 ' 132.00' 30.00'36.00'39.00' 18 . 0 0 ' 25.00' 20. 0 0 ' 10 4 . 0 0 ' 6.00' BUILDING ADDITION 21 . 4 1 ' 8 8 8 LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED FENCE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED SANITARY MANHOLE 1 2 3 4 5 S1 A B 6 STANDARD PARKING STALLS - SEE DETAIL PVMT-85/C7.1 ACCESSIBLE PARKING STALLS - SEE DETAIL PVMT-87/C7.1 NO PARKING / ACCESSIBLE ROUTE STRIPING - SEE DETAIL PVMT-83/C7.1 4" SINGLE LINE HIGHWAY GRADE WHITE PAVEMENT MARKING NON-SKID PAINTED 2" WHITE BASKETBALL COURT MARKINGS AND LINES RESTRIPE - MATCH EXISTING PAVEMENT MARKING DESIGN. CONTRACTOR TO TAKE NOTE OF EXISTING LAYOUT PRIOR TO REMOVAL NON-SKID PAINTED 2" WHITE TRACK AND FIELD LINES SOCCER FIELD SYNTHETIC TURF PAINT. SEE SPECIFICATIONS KEY NOTES ACCESSIBLE PARKING W/ VAN ACCESSIBLE - SEE DETAIL SIGN-01/C7.1 SIGN LEGEND BOLLARD MOUNTED SIGN - SEE DETAIL SIGN-03/C7.1 PROPOSED SIGN POST W/ SIGN(S) - SEE DETAIL SIGN-02/C7.1 SITE SIGNAGE KEY NOTES 7 8 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 4 . 0 S t r i p i n g - S i g n a g e M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 4 9 : 3 6 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' SIGNAGE, STRIPING AND DIMENSION PLAN C4.2 1 RCQ ARL SIGNAGE, STRIPING AND DIMENSION PLAN C4.2 1 MA T C H L I N E - S E E S H E E T 1 / C 4 . 1 Watershed Revision 03/02/2026 15 9 HA Z E L T I N E B O U L E V A R D (C O U N T Y R O A D N O . 4 1 ) (A P u b l i c R / W ) (W i d t h V a r i e s ) MELODY HILL ROAD (A Public R/W) PID: 250034830 Address: 6651 Hazeltine Boulevard Owner: Dennis M & Joan E Clark PID: 251450130 Address: 6610 Brenden Court Owner: Donna Sajady PID: 251450140 Address: 6613 Brenden Court Owner: Brent Mcnamee PID: 256120440 Address: Unassigned Owner: Chanhassen City PID: 256110090 Address: 6604 Alder Way Owner: Matthew Quinn PID: 256110080 Address: 2180 Pinehurst Drive Owner: William R Guptail PI D : 2 5 2 4 7 0 0 3 0 Ad d r e s s : 2 1 8 1 C r e s t v i e w D r i v e Ow n e r : W i l l i a m D H i l e R e v o c a b l e T r u s t PI D : 2 5 2 4 7 0 0 2 0 Ad d r e s s : 2 1 8 0 C r e s t v i e w D r i v e Ow n e r : T r u s t A g r e e m e n t o f G a r t h a n d M a d l i n e S u PI D : 2 5 6 2 0 0 0 3 1 Ad d r e s s : 6 4 6 4 M u r r a y H i l l R o a d Ow n e r : P a u l V K e l l y PI D : 2 5 6 2 0 0 0 2 0 Ad d r e s s : 6 4 5 4 M u r r a y H i l l R o a d Ow n e r : D r e w T o r r e n c e PI D : 2 5 6 2 1 0 0 2 0 Ad d r e s s : 6 4 3 4 M u r r a y H i l l R o a d Ow n e r : C h a n h a s s e n C i t y PI D : 2 5 8 3 7 0 0 4 0 Ad d r e s s : 2 1 6 5 M u r r a y H i l l C o u r t Ow n e r : E m i l y K a t h r y n R a g u s e PI D : 2 5 8 3 7 0 0 1 0 Ad d r e s s : 2 1 6 0 M u r r a y H i l l C o u r t Ow n e r : C h a r l e s G G o e r s S R R e v T r u s t PI D : 2 5 4 5 9 0 0 6 0 Ad d r e s s : 6 4 0 0 M e l o d y L a n e O w n e r : R i c h a r d D G a i l A n n P r a t t B l i s s PI D : 2 5 4 5 9 0 0 7 0 Ad d r e s s : 6 4 0 5 M e l o d y L a n e O w n e r : L y n n S u z a n n e M i l l e r PID : 2 5 4 5 9 0 0 8 0 Add r e s s : 6 3 9 3 M e l o d y L a n e Own e r : S t e p h e n J L e v o i r PID : 2 5 4 5 9 0 0 9 0 Add r e s s : 6 3 7 7 M e l o d y L a n e Own e r : M i c h a e l C T o b i n PID : 2 5 4 5 9 0 1 0 0 Add r e s s : 6 3 6 1 M e l o d y L a n e Ow n e r : D a n i e l K e l l y Found Cast Iron Monument Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Open Iron Pipe Found 1 / 2 I n c h Open I r o n P i p e Fo u n d 1 / 2 I n c h Op e n I r o n P i p e Fo u n d 1 / 2 I n c h O p e n I r o n P i p e Fou n d 1 / 2 I n c h I r o n Pip e w / C a p N o . 2 3 9 6 8 F o u n d 1 / 2 I n c h O p e n I r o n P i p e Found 1/2 Inch Open Iron Pipe Fo u n d 1 / 2 I n c h I r o n Pi p e w / C a p N o . 1 7 2 5 3 Found 1/2 Inch Iron Pipe w/ Cap No. 17253 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Cap No. 22414 Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Illegible Cap Monument Sign Tr u n c a t e d D o m e Edge of Water Edge of Water Pond Rip-Rap 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12 " P V C 8 " P V C 8" PVC 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 12 " S a n ( P e r R e c . ) 8" PVC 8 " P V C Ap p r o x i m a t e E d g e o f W e t l a n d p e r F i e l d V e g e t a t i o n . No W e t l a n d F l a g s W e r e O b s e r v e d . WM (Per Rec.) WM ( P e r R e c . ) WM (Per Rec.) 8" VCP Concrete Concrete Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) NO P A R K I N G NO P A R K I N G 52.49 51.80 FL 52.30 TC 51.85 FL 52.35 TC 52.4152.37 52.0251.95 EOF EOF EOF EOF EOF VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 5 . 0 G r a d i n g M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 5 0 : 2 7 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 50'100'150' 1"=50' OVERALL GRADING AND DRAINAGE PLAN C5.0 1 RCQ ARL OVERALL GRADING AND DRAINAGE PLAN C5.0 1 PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE SEE SHEET C5.1 FOR ENLARGED PLAN SEE SHEET C5.2 FOR ENLARGED PLAN BUILDING ADDITION BUILDING ADDITION PR O P E R T Y L I N E HA Z E L T I N E B L V D Watershed Revision 03/02/2026 16 0 HA Z E L T I N E B O U L E V A R D (C O U N T Y R O A D N O . 4 1 ) (A P u b l i c R / W ) (W i d t h V a r i e s ) Found Cast Iron Monument Found 1/2 Inch Open Iron Pipe Open Iron Pipe Found 1/2 Inch Iron Pipe w/ Illegible Cap 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) 12 " P V C 8 " P V C 8" PVC 12 " S a n ( P e r R e c . ) 8 " S a n S e r v . ( P e r R e c . ) 1 2 " S a n ( P e r R e c . ) 8" VCP Concrete Concrete Bituminous Concrete Retaining Wall Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E BUILDING ADDITION FFE = 1055.77 SMH-502 RIM:2104.75 SMH-501 RIM:1048.57 EX-SMH RIM:1032.96 50.23 ME 50.28 ME 50.13 ME 50.45 ME 49.65 FL 50.15 TC 50.77 ME 50.71 FL 51.21 TC 51.72 ME 49.43 ME 50.44 ME 53.34 ME 53.84 ME 53.18 ME 53.49 ME 48.58 ME 49.11 ME 55.60 55.30 55.38 ME 55.57 ME 55.4855.68 55.80 55.28 55.80 CB-203 RIM:1054.92 CBMH-202 RIM:1054.93 STM-201 RIM:1047.03 55.77 55.77 55.77 55.73 54.97 54.98 55.72 55.28 55.27 55.68 55.68 1.07% 3:1 4:1 10 5 1 10 5 2 10 5 3 10 5 4 10 5 5 3' WIDE BERM TOP OF BERM = 1052.00 55.77 55.77 55.69 55.69 55.68 55.18 50.25 ME 50.07 ME 49.58 ME EX STMH RIM:1044.73 55.16 10 5 0 10 5 1 CO RIM:1054.67 CO-131 RIM:1049.47 10 4 7 10 4 8 10 4 9 10 5 0 10 5 1 10 5 2 10 5 3 10 5 4 FES-180 IE: 1051.00 RL-1813:1 4:1 49.77 ME EOF FILTRATION #9 BOT: 1050.5 10YR-1050.5 100YR-1051.1 FFE-1055.3 SEE DETAILS STM-18/C7.2 AND STM-12/C7.2 54.89 50.03 ME 50.73 ME 50.12 ME 50.26 ME EX STMH-W RIM:1051.20 10 5 1 10 5 2 10 5 2 54.93 54.91 52.06 51.20 49.36 52.45 48.57 32.96 50.16 ME 58.20 ME 58.16 ME 58.14 ME 58.11 ME 58.11 ME58.10 ME 58.11 ME 58.10 ME 58.19 ME 58.16 ME BUILDING ADDITION FFE=1058.35 BUILDING ADDITION FFE=1058.35 EXISTING RIM: 1050.70 PROPOSED RIM: 1051.20 3:1 LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED FENCE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOUR DENOTES SURFACE DRAINAGE PROPOSED SPOT ELEVATION 1059 60.00 2.00% PROPOSED SANITARY MANHOLE SPOT ELEVATION MATCH EXISTINGME ABBREVIATION FLOW LINEFL TOP BACK OF CURBTC FINISHED GRADE AT TOP OF WALLTW FINISHED GRADE AT BOTTOM OF WALLBW PROPOSED DRAINTILE PROPOSED FILTRATION BASIN TOP OF FILTER MEDIA VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 5 . 0 G r a d i n g M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 5 : 2 3 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' GRADING AND DRAINAGE PLAN C5.1 1 RCQ ARL GRADING AND DRAINAGE PLAN C5.1 MA T C H L I N E - S E E S H E E T 1 / C 5 . 2 16 1 Fo u n d 1 / 2 I n c h I r o n Pi p e w / C a p N o . 1 7 2 5 3 Found 1/2 Inch Iron Pipe w/ Cap No. 17253 Found 1/2 Inch Open Iron Pipe Found 1/2 Inch Iron Pipe w/ Illegible Cap Found 1/2 Inch Iron Pipe w/ Cap No. 22414 Found 1/2 Inch Iron Pipe w/ Illegible Cap Edge of Water Edge of Water Pond Rip-Rap 6" W M ( P e r R e c . ) Concrete Bituminous Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) NO P A R K I N G NO P A R K I N G PROPERTY LINE PR O P E R T Y L I N E BUILDING ADDITION FFE = 1053.05 SMH-503 RIM:1052.13 SMH-502 RIM:2104.75 SMH-501 RIM:1048.57 STMH-102 RIM:1054.34 CBMH-130 RIM:1052.72 CBMH-122 RIM:1052.16 CB-123 RIM:1051.35 FES-120 IE: 1048.00 52.98 53.05 52.9852.97 53.3053.0552.98 53.0553.05 51.02 50.87 52.16 FL 52.66 TC 52.64 52.00 52.0052.50 52.72 53.0553.05 52.8452.8452.8252.82 52.94 53.05 53.05 52.88 ME 52.72 ME 52.09 FL 52.59 TC 51.98 ME 52.43 ME 54.15 FL/ME 54.65 TC/ME 54.43 FL/ME 54.93 TC/ME 55.28 ME 55.87 ME 56.73 ME 57.32 ME 58.25 ME 59.08 ME 59.43 ME 59.09 FL/ME 59.59 TC/ME 59.21 FL/ME 59.71 TC/ME 60.22 FL/ME 60.72 TC/ME 58.55 FL 59.05 TC 58.45 FL 58.95 TC 57.85 FL 58.35 TC 57.97 FL 58.47 TC 56.40 FL 56.90 TC 57.24 FL 57.74 TC 58.96 FL 59.46 TC 57.05 FL 57.38 TC 55.93 FL 56.26 TC 54.04 FL 54.54 TC 53.01 FL 53.34 TC 55.50 FL 55.83 TC 55.61 FL 55.94 TC 55.09 FL/ME 55.59 TC/ME 55.32 ME 50.23 ME 50.28 ME 50.13 ME 50.45 ME 49.65 FL 50.15 TC 50.77 ME 50.71 FL 51.21 TC 51.72 ME 49.43 ME 50.44 ME 53.34 ME 53.84 ME 53.18 ME 53.49 ME 48.58 ME 49.11 ME 65.13 65.99 65.94 65.09 67.25 66.89 67.68 67.67 67.68 67.71 67.38 67.55 60.12 60.12 60.66 60.12 60.00 60.12 60.00 60.12 60.72 60.72 60.12 60.12 60.72 60.66 60.12 60.12 60.00 60.12 60.00 60.12 60.00 60.12 60.00 60.00 60.00 65.50 65.55 60.94 TW 60.69 BW 59.62 BW 65.39 TW 66.02 TW 61.11 BW 67.00 TW 59.82 BW 59.61 BW 67.34 TW 67.67 TW 60.05 BW 66.30 TW 60.44 BW 59.41 TW 59.41 BW 52.23 FL 52.73 TC 52.09 FL 52.59 TC 52.98 51.2550.71 51.11 51.65 51.31 ME 52.55 ME 54.00 ME 51.66 FL 52.16 TC 57.12 FL 57.62 TC 58.02 FL 58.52 TC 53.35 53.34 53.00 FL 53.50 TC 53.00 FL 53.50 TC 52.18 FL 52.68 TC 52.11 FL 52.61 TC 55.72 55.37 FL 55.87 TC 57.25 56.91 FL 57.41 TC 59.49 FL 59.99 TC 51.58 ME 53.34 ME 52.81 ME 52.0052.42 52.57 52.60 52.85 FES-150 IE: 1048.50 STMH-151 RIM:1060.15 1 0 5 2 1 0 5 2 1 0 5 3 1 0 5 4 1 0 5 5 1 0 5 6 1 0 5 7 1 0 5 8 1 0 5 4 1 0 5 5 1 0 5 6 1 0 5 7 10 5 8 1 0 5 9 10 5 2 105 3 10 5 3 105 4 1055 10 5 1 1 0 5 2 105 3 105 4 105 5 10 5 6 1 0 5 7 1 0 5 8 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 60.72 60.72 3.7 6 % 0. 7 7 % 0. 7 7 % 2.12 % 2.12 % 0. 8 0 % 1. 5 5 % 1.69% 1. 5 1 % 1. 8 4 % 1.00% 1.00% 1. 0 0 % 0. 9 6 % 4.7 5 % 3. 9 1 % 1.85 % 3.96% 4 . 6 1 % 6. 0 6 % 4 . 7 5 % 1.07% 55.26 ME 55.70 FL 56.03 TC 0 . 5 0 % 4:1 106 0 10 5 6 10 5 7 10 5 8 1050 1051 1052 1053 1054 1055 4: 1 4:1 4:1 1048 1049 52.67 FL 53.00 TC 2. 2 7 % 10 5 5 10 5 6 10 5 7 10 5 7 10 5 8 10 5 9 10 6 0 4: 1 0. 9 0 % 1 0 6 0 10 6 1 10 6 2 1 0 6 3 10 5 8 10 5 9 3:1 52.72 4.7 5 % 0. 5 2 % 106 1 10 6 2 10 6 3 10 6 4 10 6 5 60.23 60.16 60.18 60.23 60.20 60.19 60.32 60.35 60.34 60.33 60.21 60.56 60.59 60.48 60.51 60.27 60.32 60.20 60.31 60.29 6' WIDE DITCH 6' WIDE BERM TOP OF BERM = 1059.00 0.83% 59.46 60.00 60.00 59.95 CB-153 RIM:1059.51 CB-152 RIM:1058.33 59.95 60.00 60.00 59.52 66.41 TW 60.05 BW 0.50% 0.5 0 % 56.93 FL 57.43 TC 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 FILTRATION #3 BOT: 1047.9 10YR-1048.3 100YR-1050.2 FFE-1053.05 SEE DETAILS STM-18/C7.2 AND STM-12/C7.2 0.51 % 56.13 50.25 ME 50.07 ME 49.58 ME EX STMH RIM:1044.73 CO-104 RIM:1049.0 4: 1 3: 1 4' WIDE BERM TOP OF BERM = 1049.0 52.82 EXISTING RIM: 1054.26 PROPOSED RIM: 1052.95 EXISTING RIM: 1053.70 PROPOSED RIM: 1053.18 EXISTING RIM: 1053.67 PROPOSED RIM: 1052.84 OCS-103 RIM:1049.50 49.77 ME 52.43 EOF EOF EOF EOF EOF EOF BASIN OVERFLOWS TO NORTH, NO IMPACT TO PROPERTIES TO SOUTH 4 : 1 50.03 ME 50.73 ME 50.12 ME 50.26 ME EXISTING RIM: 1053.92 PROPOSED RIM: 1053.36 49.36 54.34 47.90 51.35 52.13 52.45 48.57 59.51 60.16 52.66 56.43 60.15 50.16 ME 50.91 51.45 51.38 50.98 51.18 58.20 ME 58.16 ME 58.14 ME 58.19 ME 58.16 ME BUILDING ADDITION FFE=1058.35 0 . 5 6 % 0.5 0 % 1 0 6 5 105 9 105 8 1 0 4 8 1 0 4 9 1 0 5 0 1 0 5 1 1 0 5 2 1 0 5 3 52.79 ME 52.90 1 0 5 4 1 0 5 5 1 0 5 6 1 0 5 7 1 0 5 8 1048 1049 3: 1 10 5 5 10 5 6 10 5 0 10 4 8 LEGEND EXISTING ELECTRIC LINE EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING SANITARY SEWER EXISTING CATCHBASIN EXISTING WATER LINE EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING GAS LINE EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED FENCE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOUR DENOTES SURFACE DRAINAGE PROPOSED SPOT ELEVATION 1059 60.00 2.00% PROPOSED SANITARY MANHOLE SPOT ELEVATION MATCH EXISTINGME ABBREVIATION FLOW LINEFL TOP BACK OF CURBTC FINISHED GRADE AT TOP OF WALLTW FINISHED GRADE AT BOTTOM OF WALLBW PROPOSED DRAINTILE PROPOSED FILTRATION BASIN TOP OF FILTER MEDIA 52.49 51.80 FL 52.30 TC51.85 FL 52.35 TC 52.4152.37 52.0251.95 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 5 . 0 G r a d i n g M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 5 0 : 2 8 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 30'60'90' 1"=30' GRADING AND DRAINAGE PLAN C5.2 1 RCQ ARL GRADING AND DRAINAGE PLAN C5.2 1 NORTH 0 10'20'30' 1"=10' INSET C5.2 2 SEE INSET FOR ENLARGED VIEW MA T C H L I N E - S E E S H E E T 1 / C 5 . 1 Watershed Revision 03/02/2026 16 2 6" W M ( P e r R e c . ) 6" WM (Per Rec.) 6 " W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8" W M ( P e r R e c . ) 8 " W M ( P e r R e c . ) W M ( P e r R e c . ) WM ( P e r R e c . ) 10 " W M ( P e r R e c . ) 10 " W M ( P e r R e c . ) WM (Per Rec.) WM ( P e r R e c . ) WM (Per Rec.) 8" VCP Concrete Concrete Column Column 6" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 4" Storm Sewer (Per Rec.) 4" S t o r m S e w e r (P e r R e c . ) 8" Sanitary (Per Rec.) NO P A R K I N G NO P A R K I N G BUILDING ADDITION BUILDING ADDITION PR O P E R T Y L I N E HA Z E L T I N E B L V D PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE BUILDING ADDITION BUILDING ADDITION SMH-503 SMH-502 SMH-501 EX-SMH STMH-102 CBMH-130 CBMH-122 CB-123 FES-120 CBMH-202 CB-203 STM-201 FES-150 STMH-151 4 3 3 3 3 3 9 9 5 5 5 5 6 6 5 6 5 6 6 CB-152 CB-153 8 8 2 1 1 2 1 6 5 6 8 CO-104 CO-131 6 PR O P E R T Y L I N E 6 10 8 5 9 5 6 OCS-103 6 9 BUILDING ADDITIONS 1 6 6 LEGEND EXISTING TRANSFORMER EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING FENCE EXISTING CATCHBASIN EXISTING UTILITY VAULT EXISTING VALVE EXISTING STORM MANHOLE EXISTING OVERHEAD UTILITY LINE EXISTING ROOFDRAIN EXISTING CONCRETE PAVEMENT EXISTING POST EXISTING SANITARY MANHOLE EXISTING PROPERTY LINE EXISTING BITUMINOUS PAVEMENT EXISTING GAS METER EXISTING SIGN EXISTING TREE PROPOSED STORM SEWER PROPOSED WATER VALVE/ HYDRANT PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED FES PROPOSED FENCE PROPOSED CONCRETE PAVEMENT PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT PROPOSED SIGN PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED SILT FENCE PROPSOED SEDIMENT CONTROL AT MH/CB PROPOSED BIOROLL PROPOSED CONTOUR PROPOSED SANITARY MANHOLE PROPOSED SEDIMENT CONTROL LOG PROPOSED EROSION CONTROL BLANKET PROPOSED FILTRATION BASIN TOP OF FILTER MEDIA 1 2 3 4 5 6 7 8 9 10 EROSION CONTROL BLANKET AND SEEDING - SEE DETAIL EC-01/C7.0 BIOROLL (TYP.) - SEE DETAIL EC-03/C7.0 SILT FENCE - SEE PLATE NO. 5300/C7.0 ROCK CONSTRUCTION ENTRANCE - SEE PLATE NO. 5301/C7.0 INLET PROTECTION AT CURB INLET - SEE PLATE NO. 5302A/C7.0 INLET PROTECTION AT CATCH BASIN - SEE PLATE NO. 5302G/C7.0 NOT USED RIP RAP AT FES - SEE PLATE NO 3107/C7.0 SEDIMENT CONTROL LOG - SEE DETAIL EC-07/C7.0 STORMWATER TREATMENT DETAIL - SEE DETAIL STM-65/C7.2 KEY NOTES VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 6 . 0 E r o s i o n M M W . d w g 3/ 2 / 2 0 2 6 1 2 : 4 9 : 3 3 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION NORTH 0 50'100'150' 1"=50' EROSION AND SEDIMENT CONTROL PLAN C6.0 1 RCQ ARL EROSION AND SEDIMENT CONTROL PLAN C6.0 1 Watershed Revision 03/02/2026 16 3 8" DIA ROCK LOG SEE NOTE 4. NOTE: 1.WHERE MORE THAN ONE (1) SEDIMENT CONTROL LOG IS USED, ENDS SHALL BE OVERLAPPED 6" MINIMUM 2.CONTRACTOR MAY SUBMIT SHOP DRAWING FOR APPROVED EQUAL PRIOR TO CONSTRUCTION. 3.ROCK LOG SHALL BE USED WHEN SEDIMENT CONTROL LOG IS PLACED ON PAVED SURFACES AND SEDIMENT CONTROL LOGS ARE UNABLE TO BE STAKED 4.INSPECT STRUCTURE A MIN. EVERY 7 DAYS AND AFTER EACH RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS AND REPAIR AS REQUIRED. 5.REMOVE SEDIMENT WHEN TRAP REACHES ONE-HALF (1/2) CAPACITY. 6.REMOVE STRUCTURE WHEN PROTECTED AREAS HAVE BEEN STABILIZED. GRADE SECTION VIEW A-A 6" MIN. OVERLAP PLAN VIEW A A 8" DIA SEDIMENT CONTROL LOG TYPE: ROCK LOG PER MNDOT SECTION 3897 EROSION CONTROL 10/19/20 EC-07 REVISED NOT TO SCALE SEDIMENT CONTROL LOG FL O W NOTE: 1.POINT 1 MUST BE A MINIMUM OF 12" HIGHER THAN POINT 2 (TOP OF BIOROLL) TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS 2.STAKES SHALL BE INSTALLED PER DOT OR THE FOLLOWING AS A MINIMUM. A.1/2" x 2" x 16" WOODEN STAKES B.STAKED @ 45° WITH TOP OF STAKE POINTING UP STREAM. C.MAX SPACING OF STAKES SHALL BE 1.0 FEET. FL O W FLOW 4 5 ° POINT 1 POINT 2EROSION CONTROL BLANKET 12" BIOROLL EROSION CONTROL BIOROLL DITCH CHECK DETAIL EC-03 NOT TO SCALE NOTES: 1.DIG 6"X6" TRENCH 2.LAY BLANKET END INTO TRENCH 3.STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT 4.BACKFILL TRENCH WITH SOIL AND COMPACT 5.IF SLOPE LENGTH (L) IS GREATER THAN 100FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH. STAPLE PATTERN 20" 20" 4'DETAIL A FL O W 4" 6" OVERLAP DETAIL B DETAIL C BLANKET INSTALLATION CHANNEL OR SLOPE INSTALLATION FL O W 4" 6" OV E R L A P 4" DETAIL A ANCHOR TRENCH & BLANKET INSTALLATION STAPLE PATTERN SHOULD BE PER MANUFACTURER'S RECOMMENDATIONS OR AT A MINIMUM 3.8 STAPLES PER SQUARE YARD USING 8-INCH 11 GAUGE WIRE "U" STAPLES 10" EXTEND MATERIAL ABOUT 40" ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES THROUGH THE MATERIAL ABOUT 20" APART PER MANUFACTURER'S RECOMMENDATIONS DIG TRENCH. SEE NOTES #1-4 STAPLE PATTERN SHOULD BE PER MANUFACTURER'S RECOMMENDATIONS OR AT A MINIMUM 3' O.C. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL BLANKET MATERIAL MUST OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 20" APART BLANKET MATERIAL MUST OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 40" APART AT END OF SLOPE SECURE BLANKET MATERIAL BY INSERTING STAPLES ABOUT 20" APART THROUGH THE FABRIC INSTALLATION AT PIPE ENDS PIPE OUTLETS PIPE INLETS S E E N O T E # 5 EROSION CONTROL BLANKET ON SIDE SLOPES SEE DETAIL A FLOW FLOW EXISTING GRADE EXISTING GRADE EROSION CONTROL BLANKET EROSION CONTROL BLANKET 6" 6" COMPACTED BACKFILL SOIL 6"6" STAPLE 1' O.C. COMPACTED BACKFILL SOIL STAPLE 1' O.C. 6" 6" 6" SEE DETAIL A EROSION CONTROL BLANKET IN DITCH BOTTOMS RIP RAP DETAIL A RIP RAP EROSION CONTROL EROSION CONTROL BLANKET DETAIL EC-01 NOT TO SCALE VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 7 . 0 D e t a i l s M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 7 : 3 8 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION RCQ ARL CIVIL DETAILS C7.0 16 4 TACK COAT PER MNDOT 2357 10" AGGREGATE BASE MATERIAL PER MNDOT 3138-3 CLASS 5 2" BITUMINOUS WEARING COURSE MNDOT SPECIFICATION SECTION 2360, SPWEA340C 2" BITUMINOUS NON-WEAR COURSE MNDOT SPECIFICATION SECTION 2360, SPNWB330C SUBGRADE PER GEOTECHNICAL REPORT PAVING HEAVY DUTY BITUMINOUS PAVEMENT DETAIL PVMT-29 NOT TO SCALE PAVING REINFORCED CONCRETE SIDEWALK PAVEMENT DETAIL PVMT-03 WALK WIDTH AND SLOPE 4" 5" PER PLAN AGGREGATE BASE PER MNDOT 3138-3 CLASS 5 5" DEPTH - 4500 PSI CONCRETE LIGHT BROOM FINISH NOTES: 1.PROVIDE CONTROL JOINTS AT 12' O.C. MAXIMUM IN BOTH DIRECTIONS 2.CAULK ALL EXPANSION JOINTS AT LOCATIONS ADJACENT TO BUILDING, CONCRETE STOOPS, AND COLUMNS, OR AS CALLED OUT IN THE SPECIFICATIONS. RECESS 1/2" FROM FINISHED GRADE, COVER IF CAULKED. 3.JOINTING SHOWN ON PLANS IS FOR REFERENCE ONLY. CONTRACTOR SHALL SUBMIT JOINTING PLAN TO OWNER AND ENGINEER FOR REVIEW A MINIMUM OF 3 WEEKS PRIOR TO CONSTRUCTION. 4.PLACE AGGREGATE BASE MATERIAL EQUAL TO HORIZONTAL DIMENSIONS TO RECEIVE PAVING, PLUS A MINIMUM OF 6-INCH OVERSIZE WITH A 1:1 SLOPE DOWN AND OUT TO SUBGRADE FROM BACK EDGES OF PAVEMENTS TYPE 4 GEOTEXTILE PER MNDOT 3733.2B AND THE GEOTECHNICAL REPORT NO PARKING 9'-0"9'-0"9'-0" 18 ' - 0 " NON-SKID 4" SINGLE LINE WHITE SEE SPECIFICATIONS. PAVING 10/19/20REVISED NOT TO SCALE STANDARD PARKING STALL PAVEMENT MARKING DETAIL PVMT-85 STRIPES NON-SKID 4" SINGLE LINE WHITE @ 24" O.C. SEE SPECIFICATIONS 45° PAVING 10/19/20REVISED NOT TO SCALE NO PARKING STRIPING PVMT-83 PAVING 10/19/20REVISED NOT TO SCALE ACCESSIBLE PARKING STALLS DETAIL PVMT-87 NON-SKID 4" SINGLE LINE WHITE SEE SPECIFICATIONS. 18" ~ CONCRETE FOOTING STEEL TUBE - FILL WITH CONCRETE AND PAINT YELLOW, WHERE CONCRETE OCCURS AT BASE PROVIDE EXPANSION JOINT AND URETHANE CAULK 48 " 36 " 4" LONG STUDS WELD AT QUARTER POINTS 8" O.C. 6" BOLLARD - SEE SPECIFICATION SECTION 323600 18" PROVIDE PRE-FAB PIPE BOLLARD CAP EXPANSION JOINT PAVING BOLLARD DETAIL PVMT-18 NOT TO SCALE SIGNAGE ACCESSIBLE PARKING SIGN DETAIL SIGN-01 NOT TO SCALE 1'-0" 3' - 0 " 1' - 6 " 2' - 0 " FINE UP TO $250 VIOLATORS SUBJECT TO A LICENSE PLATE REQUIRED. STATE CERTIFICATE OR ONLY PARKING DISABLED VAN ACCESSIBLE DESIGNATED VAN ACCESSIBLE STALL SIGNS: WHITE LEGEND AND BORDER ON BLUE BACKGROUND, FULLY REFLECTORIZED METAL SIGN TO MATCH SIGN ABOVE METAL SIGN ACCORDING TO ALL STATE STATUTES 4'-0" X 1 1/2" DIAMETER GALVANIZED POLE SET INSIDE BOLLARD W/ CONCRETE BOLLARD: REFER TO DETAIL PVMT-18/C7.1 FINISHED GRADE, SEE PLANS SEE DETAIL PVMT-38/7.1 FOR FURTHER DETAIL 6" 4' M I N . 12"-16" DIA. CONCRETE FOOTING SLOPE TOP OF FTG. TO DRAIN FINISHED GRADE SIGNAGE BOLLARD MOUNTED SIGN DETAIL SIGN-03 NOT TO SCALE SEE DETAIL PVMT-38/7.1 FOR FURTHER DETAIL 3' - 0 " 2' - 0 " REFER TO SIGNAGE PLANS AND SPECIFICATIONS SECTION 101453 FOR SIGN TYPE INFORMATION 4'-0" X 1 1/2" DIAMETER GALVANIZED POLE SET INSIDE BOLLARD W/ CONCRETE BOLLARD: REFER TO DETAIL PVMT-18/C7.1 FINISHED GRADE, SEE PLANS SEE DETAIL PVMT-38/C7.1 FOR FURTHER DETAIL SIGNAGE SIGN POST INSTALLATION DETAIL SIGN-02 NOT TO SCALE 1 1/2" DIAMETER GALVANIZED POLE REFER TO SIGNAGE PLANS AND SPECIFICATIONS SECTION 101453 FOR SIGN TYPE INFORMATION PAVING SIGN POST FOOTING DETAIL PVMT-38 NOT TO SCALE 1 1/2" DIAMETER GALVANIZED POLE FINISHED GRADE, SEE PLANS 5' - 0 " FINISHED GRADE REFER TO GRADING PLANS RETAINING WALL. REFER TO SPECIFICATIONS FOR ACCEPTABLE MANUFACTURER LEVELING PAD AGGREGATE BASE CLASS 5 4" Ø DRAINTILE IF REQUIRED BY CERTIFIED DESIGN TO BE PROVIDED BY CONTRACTOR BATTER PER MANUFACTURER SPECIFICATIONS TW = TOP OF WALL ELEVATION DESCRIPTION. SEE GRADING PLAN BW = BOTTOM OF WALL ELEVATION DESCRIPTION. SEE GRADING PLAN CAPSTONE PER MANUFACTURER RECOMMENDATION NOTE: 1.CONTRACTOR SHALL SUBMIT DESIGN AND DRAWINGS PRIOR TO WALL CONSTRUCTION. REVIEW OF THESE DRAWINGS WILL BE LIMITED TO CONFORMANCE WITH LAYOUT ONLY. RETAINING WALL LOCATION SHOWN ON DRAWINGS SHALL NOT BE ADJUSTED UNLESS CONTRACTOR HAS ARCHITECT'S OR ENGINEER'S WRITTEN AUTHORIZATION. RETAINING WALL MANUFACTURER'S DESIGNER SHALL DESIGN RETAINING WALL SYSTEM, EXCAVATION, GEO-GRID REINFORCING, BACKFILLING, AND ANY ASSOCIATED WORK TO CONSTRUCT RETAINING WALL. SEE SPECIFICATIONS FOR FURTHER INFORMATION. 2.ALL COSTS FOR RETAINING WALL DESIGN DRAWINGS WILL BE PAID BY THE CONTRACTOR. DETAIL IS SHOWN FOR DESIGN INTENT ONLY. CERTIFIED DESIGN BY CONTRACTOR. PAVING TYPICAL RETAINING WALL DETAIL PVMT-12 NOT TO SCALE 42" HIGH POWDER COATED ORNAMENTAL BLACK METAL GUARDRAIL FENCE FINAL TOP OF WALL HEIGHT SHALL BE HALF BLOCK PLUS CAP MINIMUM 12" MIN. FREE DRAINAGE AGGREGATE ZONE GEOGRID IF REQUIRED BY DESIGNER (TYP.) SEE GRADING PLAN FOR DESIGN INFORMATION ON SLOPE AWAY FROM WALL PAVING CONCRETE JOINT DETAIL PVMT-19 1/ 4 " EXPANSION JOINT AT 60' O.C. MAXIMUMAT 5' O.C. MAXIMUM CONTROLLED JOINT 1/2" PRE-MOLDED COMPRESSIBLE FILLER, SET FLUSH WITH FINISH GRADE 1/4"R TYPICAL 1/4"R TYPICAL TOOLED SCORE JOINT DEPTH=1/3 OF SLAB THICKNESS 1/2" STEEL TROWEL FINISH AT ALL EDGES AND JOINTS MATCH EXISTING JOINT PATTERNMATCH EXISTING JOINT PATTERN NOTES: 1.PROVIDE CONTROL JOINTS AT 12' O.C. MAXIMUM IN BOTH DIRECTIONS 2.CAULK ALL EXPANSION JOINTS AT LOCATIONS ADJACENT TO BUILDING, CONCRETE STOOPS, AND COLUMNS, OR AS CALLED OUT IN THE SPECIFICATIONS. RECESS 1/2" FROM FINISHED GRADE, COVER IF CAULKED. 3.JOINTING SHOWN ON PLANS IS FOR REFERENCE ONLY. CONTRACTOR SHALL SUBMIT JOINTING PLAN TO OWNER AND ENGINEER FOR REVIEW A MINIMUM OF 3 WEEKS PRIOR TO CONSTRUCTION. ADA REQUIRED TRUNCATED DOME PER MNDOT STANDARD REQUIREMENTS PROVIDE SURFACE TEXTURE AS PER STATE OF MINNESOTA REQUIREMENTS RAMP SLOPE 1:12 (8.33%) MAXIMUM CROSS SLOPE 1:50 (2.0%) MAXIMUM 6'-0" 6'- 0 " 6'- 0 " 6'- 0 " PAVING ADA RAMP DETAIL 11/09/20 PVMT-17 REVISED NOT TO SCALE 9'-0"9'-0"9'-0" 18 ' - 0 " NON-SKID LINE WHITE SEE SPECIFICATIONS. PAVING LIGHT DUTY BITUMINOUS PAVEMENT DETAIL PVMT-37 NOT TO SCALE 6" AGGREGATE BASE MATERIAL PER MNDOT 3138-3 CLASS 5 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT TACK COAT PER MNDOT 2357 1.5" BITUMINOUS WEARING COURSE MNDOT SPECIFICATION SECTION 2360, SPWEA240B 1.5" BITUMINOUS NON-WEAR COURSE MNDOT SPECIFICATION SECTION 2360, SPNWB230B 6" SCH. 40 PERFORATED DRAINTILE COURSE FILTER AGGREGATE PER MNDOT 3149.2H COURSE FILTER AGGREGATE PER MNDOT 3149.2H BOTTOM OF PAVEMENT BASE GEOTEXTILE (TYPE 1) PER MNDOT 3733, TYPICAL TO WRAP AROUND FILTER MATERIAL SEE PVMT-37/C7.3 FOR BITUMINOUS PAVEMENT AND BASE MI N . 4" MI N . 1' - 0 " 5" 2'-6" 9"9" 9" USE CLASS C BEDDING FOR THE UTILITIES BEING CONSTRUCTED AT OR ABOVE GROUNDWATER ELEVATIONS. CLASS B BEDDING SHALL BE USED FOR THE INSTALLATION OF ALL UTILITIES LOWER THAN THE GROUNDWATER ELEVATION. STORM DRAIN TILE UNDER PAVEMENT DETAIL STM-37 NOT TO SCALE VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 7 . 0 D e t a i l s M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 6 : 4 0 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION RCQ ARL CIVIL DETAILS C7.1 16 5 SLOPE V A R I E S S E E GRADING P L A N 12 " BASE OF EXCAVATION, TYP. MATCH EXISTING GRADE OR FINISHED GRADE AT ADJACENT SURFACE. SEE GRADING PLANS EXISTING UNCOMPACTED SUBGRADE 6" MIN. 6" M I N . NOTES: 1.FILTER TOPSOIL BORROW SHALL BE UNIFORM IN COMPOSITION AND 12" MIN. DEPTH. 2.MAXIMUM COMPACTION OF FILTER TOPSOIL, FINE FILTER AGGREGATE, AND PREPARED SUBGRADE SHALL BE MAX. 85% PROCTOR (S.P.D.) 3.FILTER TOPSOIL SHALL PROVIDE 0.5"/HR - 1.5"/HR SOIL INFILTRATION RATE AT SPECIFIED COMPACTION. RATES NEED TO BE VERIFIED BY DOUBLE RING INFILTROMETER TEST. SEE SPECIFICATION. 4.FINE FILTER AGGREGATE SHALL PROVIDE 2.5"/HR - 3.5"/HR INFILTRATION RATE AT SPECIFIED COMPACTION. RATES NEED TO BE VERIFIED BY DOUBLE RING INFILTROMETER TEST. SEE SPECIFICATION. 5.NO RUBBER TIRED EQUIPMENT IN BASIN AFTER SOIL LOOSENING ACTIVITIES HAVE BEEN COMPLETED. LOW GROUND PRESSURE AND/OR TRACKED EQUIPMENT ONLY. 6.ANY COMPACTION OF PREVIOUSLY LOOSENED SOIL MUST BE RELOOSENED PRIOR TO INSTALLATION OF FILTRATION SOIL MEDIA. 7.PERIMETERS OF FILTRATION BASINS SHALL BE SURROUNDED BY SEDIMENT CONTROL LOGS AND/OR SILT FENCE IMMEDIATELY AFTER MASS GRADING OPERATIONS TO AVOID SILTATION DURING CONSTRUCTION. ANY SEDIMENT AND SILT THAT ENTERS THE FILTRATION BASIN MUST BE REMOVED IN A TIMELY MANNER AND NECESSARY CORRECTIVE ACTIONS MUST BE TAKEN AS DIRECTED BY GEOTECHNICAL TESTING CONSULTANT. 8.ANY AND ALL EROSION AND/OR SCOURING OF FILTRATION BASIN MUST BE CORRECTED IN A TIMELY MANNER. STORM FILTRATION BASIN DETAIL 10/19/20 STM-12 REVISED SLOPE VAR I E S S E E GRADING P L A N 15 " T Y P . 6" PVC SCH. 40 PERFORATED DRAINTILE. SEE SPECIFICATION SECTION 312335. SEE PLAN VIEW FOR LOCATION, INVERTS AND QUANTITY OF DRAINTILE IN EACH FILTRATION BASIN REFER TO LANDSCAPE PLANS FOR SEEDING/PLANTINGS 3" T Y P . BOTTOM OF SAND SECTION 12" MIN. DEPTH FILTER TOPSOIL BORROW SEE SPECIFICATION SECTION 310000 UNCOMPACTED FINE FILTER AGGREGATE. SEE SPECIFICATION SECTION 312335 TOP OF SAND SECTION LIMITS 6" MIN. DEPTH SOIL LOOSENING BELOW AND AT SIDES OF AGGREGATE TRENCH SECONDARY OVERFLOW FROM FILTRATION BASIN SEE PLANS 12" MIN. DEPTH FILTER TOPSOIL BORROW SEE SPECIFICATION SECTION 310000 6" PVC SCH. 40 PERFORATED DRAINTILE. SEE SPECIFICATION SECTION 312335 REFER TO LANDSCAPE PLANS FOR SEEDING/PLANTINGS 6" PVC SCH. 40 NON-PERFORATED DRAINTILE 6" LONG SWEEP ELBOW CLEANOUT SEE NOTE 1 OUTLET PIPE SEE PLANS 6" M I N . NOTES: 1.CLEANOUTS: CASTING IN PERVIOUS AREAS SHALL BE BLACK M.I. PLUG (CAST IRON). SEE DETAIL STM-02/C7.3 PROVIDE 1'-6"x1'-6"x6" CONCRETE COLLAR AROUND CASTING WITH #4 REBAR EACH WAY SEE DETAIL STM-02/C7.3 6" PVC SCH. 40 NON-PERFORATED WYE UNCOMPACTED FINE FILTER AGGREGATE. SEE SPECIFICATION SECTION 312335 STORM DRAINTILE CONNECTION AND CLEANOUT DETAIL 10/19/20 STM-18 REVISED 6" MIN. DEPTH SOIL LOOSENING BELOW AND AT SIDES OF AGGREGATE TRENCH 4:1 TY P . MNDOT TYPE 5 GEOTEXTILE STORM STORMWATER TREATMENT DETAIL STM-65 NOT TO SCALE 9" GRANULAR FILTER MATERIAL PER MNDOT RANDOM PLACED CLASS 3 RIPRAP PER MNDOT SECTION 3601 RCQ ARL CIVIL DETAILS C7.2 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 7 . 0 D e t a i l s M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 9 : 1 2 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION 16 6 PLAN TO MAIN ELEVATION ELEVATION NOTE: 1.*FOR DRAINTILE CLEANOUTS, TOP SHALL BE BLACK M.I. PLUG (CAST IRON) WITH 6" LOCKABLE COVER, FLUSH WITH CONCRETE. PROVIDE SHOP DRAWING OF LOCKABLE COVER FOR APPROVAL. SEE REAL WORLD EXAMPLE - RIGHT. 2.SEE SITE PAVING AND UTILITY PLAN FOR SIZES. WELL COMPACTED FILL WYE WELL COMPACTED FILL WYE LONG SWEEP 90 CLEANOUT PLUG AND CASTING* FINISH GRADE1'-6"x1'-6"x6" CONCRETE COLLAR (CAST IN PLACE) WITH #4 REBAR EACH WAY, EACH FACE. PROVIDE EXPANSION JOINT WHERE CONCRETE COLLAR ABUTS ANY PAVEMENT. SEE DETAIL PVMT-03/C7.1 LONG SWEEP 90 WRAP PIPE WITH 5MIL POLY FOR FROST MOVEMENT PROTECTION STORM CLEANOUT DETAIL STM-02 NOT TO SCALE TO MAIN SEE STORM SEWER SCHEDULE ON SHEET C3.0 FOR CASTING AND GRATE NOTE: SEE STORM SEWER SCHEDULE ON SHEET C3.0 FOR CASTING AND GRATE 1049.80 RIM ELEVATION 48" PLAN SECTION 0.39% 0.72% INLET PIPE 6" PVC INVERT 1046.10 8" PRECAST CONCRETE INVERT 1045.60 OUTLET PIPE 15" PVC PRECAST CONCRETE MANHOLE PER ASTM C478 HOLE PRECAST 48" Ø MANHOLE HOLE HAALA GRATE PS48-58S STORM OUTLET CONTROL STRUCTURE DETAIL STM-04 NOT TO SCALE 4" ORIFICE INVERT 1049.10 4" ORIFICE PROPOSED GRADE RCQ ARL CIVIL DETAILS C7.3 1 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 7 . 0 D e t a i l s M M W . d w g 3/ 2 / 2 0 2 6 2 : 4 0 : 4 5 P M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION Watershed Revision 03/02/2026 16 7 NON FROST SUSCEPTIBLE FILL, COMPACTED TO 95% STANDARD PROCTOR WHEN BELOW 3' OF FINISHED SURFACE ELEVATION AND COMPACTED TO 98% STANDARD PROCTOR WHEN AT OR WITHIN 3' OF FINISHED SURFACE ELEVATION SEE SPECIFICATIONS FOR PROPOSED SYNTHETIC FIELD TURF MIN. 2" TOP STONE AGGREGATE SEE EARTHWORK SPECIFICATION MIN. 4" STONE BASE AGGREGATE SEE EARTHWORK SPECIFICATION 3' * MIRIFI 140 NON-WOVEN GEOTEXTILE, OR EQUIVALENT NATURAL SOIL, COMPACTED TO 95% STANDARD PROCTOR WHEN BELOW 3' OF FINISHED SURFACE ELEVATION AND COMPACTED TO 98% STANDARD PROCTOR WHEN AT OR WITHIN 3' OF FINISHED SURFACE ELEVATION PAVING SYNTHETIC FIELD TURF SECTION DETAIL PVMT-22 NOT TO SCALE *DEPTH MAY VARY DEPENDING ON ACTUAL FIELD CONDITIONS. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER 8x4 WYE CONNECTION SEE PLAN 4x3 REDUCING COUPLER 12" END OUTLET TO 5" CORRUGATED INTERNAL COUPLER #12024. SEE MULTI-FLOW PRODUCT DATA SHEET ON SHEET C7.4 12" MULTI-FLOW DRAINTILE PART #12300. SEE SPECIFICATIONS 8" DUAL WALL HDPE WT PERFORATED DRAINTILE STANDARD WYE CONNECTION STORM MULTI-FLOW CONNECTION DETAIL STM-03 NOT TO SCALE 0.50%0.50% HIGHPOINT AT CENTER SECTION SLOPE D-ZONE SURFACE TO DRAIN SEE GRADING PLAN 6" 18 " (2) #4 CONT. MIN. 4" THICK AGGREGATE BASE SEE EARTHWORK SPECIFICATION SLOPE SYNTHETIC FIELD TO DRAIN SEE GRADING PLAN NOTE: INSTALL CONTROL JOINTS EVERY +/- 10' 6" X 18" CONCRETE BORDER MIN. 4" THICK AGGREGATE BASE SEE EARTHWORK SPECIFICATION SUBBASE AGGREGATE SEE EARTHWORK SPECIFICATION 5" INSTALL TOP OF 2" X 4" PRESSURE TREATED NAILER BOARD FLUSH WITH TOP STONE AGGREGATE. INSTALL PER MANUFACTURER SPECIFICATIONS 5" MIRIFI 140 NON-WOVEN GEOTEXTILE, OR EQUIVALENT NATURAL SOIL, COMPACTED TO 95% STANDARD PROCTOR WHEN BELOW 3' OF FINISHED SURFACE ELEVATION AND COMPACTED TO 98% STANDARD PROCTOR WHEN AT OR WITHIN 3' OF FINISHED SURFACE ELEVATION PROPOSED D-ZONE PAVEMENT SEE DETAIL PVMT-37/C7.3 PAVING 6"X18" CONCRETE BORDER DETAIL PVMT-51 NOT TO SCALE CONCRETE ENCASEMENT (PRECAST HORSESHOES FILLED WITH CONCRETE) USE APPROVED COMMERCIAL ADAPTER D.I.P. SEE PLAN FOR MH INVERT LENGTH OF DROP +5' MIN. OF UNDISTURBED EARTH EXISTING MANHOLE 3" 48" SEE PLAN FOR PIPE INVERT SANITARY OUTSIDE DROP MANHOLE DETAIL SAN-10 NOT TO SCALE 15 ' O R M O R E 9' M I N . BU R Y FLOW EXISTING OR PROPOSED GRADE MINIMUM SLOPE 14" PER FOOT SDR 26 WYE 1:1 MAX. 8" PVC OPE SDR 26 RISER ON UNDISTURBED TRENCH WALL CONCRETE ENCASEMENT (6" ALL AROUND MAINLINE AND SERVICE PIPE AT JOINT) SANITARY SANITARY SEWER RISER DETAIL SAN-08 NOT TO SCALE RCQ ARL CIVIL DETAILS C7.4 VAA, LLC 763.559.9100 www.vaaeng.com Project # 2300 Berkshire Lane N, Suite 200 Plymouth, MN 55441 240743 CONSULTANTS ISSUED FOR REVISION NO. SHEET NUMBER SHEET NAME ISSUE DATE CHECKED BY DRAWN BY KEYPLAN 2 5 0 6 1 ATS&R PROJECT NO. REVISIONS SIGNATURE / SEAL Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e , a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s 2026 CITY SUBMITTAL F: \ 0 3 - P r o j e c t s \ 2 0 2 4 P r o j e c t s \ 2 4 0 7 4 3 - A T S & R - M i n n e t o n k a , M N \ 0 3 - P r o d u c t i o n \ 0 1 - D w g s \ 0 1 - C i v i l \ _ M M W P r o j e c t \ 2 4 0 7 4 3 _ C 7 . 0 D e t a i l s M M W . d w g 2/ 1 3 / 2 0 2 6 1 0 : 4 8 : 3 6 A M 64 2 1 H a z e l t i n e B l v d Ex c e l s i o r , M N 5 5 3 3 1 Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t 2 7 6 N A B D EC F G H J F E B 1 3 , 2 0 2 6 FOR REVIEW ONLY NOT FOR CONSTRUCTION 16 8 FGE 100' - 0" FGE 100' - 0" FGE 100' - 0" FGE 100' - 0" FGE 102' - 8" FGE 102' - 8"FGE 100' - 0" FGE 100' - 0" FGE 100' - 0" FGE 97' - 4" FGE 101' - 4" FGE 97' - 4" FGE 99' - 10" A101A102 A103 A104 A105 A106 A107 A111 A112 A113 A110 A114 A115 A118 A119 A120 A122 A123A124 A121 A108 A109 A116 A117 B101 B102 B103 B104 B105 B106 B107 B108 B109 B110 B111 B112 C101 C102 C103 C104 C103A C105 C106C107C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 D101D102 D103 D104 D105 D106 D107 D108 D109 D110 D111 D112 D113 D114 D115 D116 D117 D118 D119 D120 D121 D122 D123 D124 D124A D115A D101A H101 H102H103H104 H105 H106H107 H108H108A H109 H110 H106A H119 H122H121H120 H126 H123 H124 H125 H127 H129 H130 H131 H128 H132 H112 H113 H114 H115H111 H118 H117 H116 H133 H134 H135 H137 H136 J101 J102 J103 J104 J105 J106 ??J109 J110 J111 J112 J113 J114 J115 J116 J117 J118 J119 J120 J121 F101 F102 F103 F104 F105F106 F107 F108F109F110 F111 F112 F113 F114 F115 F116 F117 F118 F119 F120 F121 F122 F123 F124 F125 F126 F127 F128 F129 E101 E102 E103 E104 E105 E106 E107 E108 E109 E110 E111 E112 E113 E114 E115 E116 E117 E118 E119 E120 E121 E122 E123 E124 E125 E126 E127 E128 E129 E130 E131 E133 E134 E135 E136 E137 E138 E139 E140 G101 G102 G103 G104 G105 G106 G107 G108 G109 G110 G111 G112 G113 G114 G115 G116G117 G118 G119G120 F128A J112A J111B J111A A114A A115A A118A Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 9 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J A1.1 REFERENCE PLANS DESIGN DEVELOPMENT T A P D M M A1.1 1" = 30'-0" 1 100-0 REFERENCE PLAN A101 VESTIBULE A102 CLASSROOM A103 CLASSROOM A104 CLASSROOM A105 CLASSROOM A106 JANITOR A107 CORRIDOR A108 CORRIDOR A109 BOYS A110 CLASSROOM A111 CLASSROOM A112 CLASSROOM A113 CLASSROOM A114 CLASSROOM A114A SMALL GROUP A115 CLASSROOM A115A SMALL GROUP A116 STORAGE A117 VESTIBULE A118 CLASSROOM A118A SMALL GROUP A119 CLASSROOM A120 CLASSROOM A121 MEDIA CENTER A122 GIRLS A123 VESTIBULE A124 CORRIDOR B101 CLASSROOM B102 CORRIDOR B103 SCIENCE B104 PREP B105 STAFF TOILET B106 CORRIDOR B107 SCIENCE B108 SCIENCE B109 SCIENCE B110 SCIENCE B111 SCIENCE B112 PREP C101 CORRIDOR C102 Room C103 CLASSROOM C103A STORAGE C104 PREP C105 CLASSROOM C106 OFFICE C107 PREP C108 SCIENCE C109 SCIENCE C110 CORRIDOR C111 CLASSROOM C112 CLASSROOM C113 VESTIBULE C114 CORRIDOR C115 CLASSROOM C116 CLASSROOM C117 CORRIDOR C118 CLASSROOM C119 CLASSROOM D101 CORRIDOR D101A JANITOR D102 Room D103 Room D104 CLASSROOM D105 CLASSROOM D106 COMMONS D107 CLASSROOM D108 CLASSROOM D109 CLASSROOM D110 CORRIDOR D111 CLASSROOM D112 SPECIAL ED D113 STAFF TOILET D114 STORAGE D115 SPECIAL ED D115A QUIET ROOM D116 CLASSROOM D117 CLASSROOM D118 CLASSROOM D119 COMMONS D120 CLASSROOM D121 CLASSROOM D122 CLASSROOM D123 CLASSROOM D124 CORRIDOR D124A JANITOR E101 CLASSROOM E102 GIRLS E103 STAFF TOILET E104 CORRIDOR E105 CLASSROOM E106 Room E107 Room E108 CORRIDOR E109 ART E110 OFFICE E111 STORAGE E112 PROJECT STORAGE E113 JANITOR E114 ART E115 Room E116 Room E117 Room E118 COMMONS E119 Room E120 Room E121 Room E122 Room E123 Room E124 Room E125 Room E126 Room E127 Room E128 Room E129 GIRLS E130 BOYS E131 CORRIDOR E132 CLASSROOM E132 CLASSROOM E132A SMALL GROUP E133 OFFICE E134 CLASSROOM E135 Room E136 CORRIDOR E137 STAFF TOILET E138 BOYS E139 CLASSROOM E140 CLASSROOM F101 CHOIR F102 PRACTICE F103 PRACTICE F104 OFFICE F105 PRACTICE F106 MUSIC CLASSROOM F107 PRACTICE F108 CORRIDOR F109 OFFICE F110 PRACTICE F111 BAND F112 CORRIDOR F113 GYMNASIUM F114 CORRIDOR / STAIR F115 MECHANICAL F116 CLASSROOM F117 OFFICE F118 CLASSROOM F119 CORRIDOR / STAIR F120 SHOP F121 CLASSROOM F122 STORAGE F123 STORAGE F124 STORAGE F125 STORAGE F126 STORAGE F127 STORAGE F128 OFFICE F128A CORRIDOR F129 SHOP G101 CORRIDOR G102 STAIR G103 POOL STORAGE G104 POOL DECK G105 Room G106 Room G107 JANITOR G108 TOILET G109 OFFICE G110 STAIR G111 LOBBY G112 STAIR G113 COMMONS G114 STORAGE G115 STAIR G116 WOMENS LOCKER RM G117 CHANGING AREA G118 SHOWER G119 MENS LOCKER RM G120 MECHANICAL H101 VESTIBULE H102 OFFICE H103 OFFICE H104 OFFICE H105 OFFICE H106 LOBBY H106A Room H107 Room H108 WORKROOM H108A TOILET H109 Room H110 Room H111 RECEPTION H112 OFFICE H113 OFFICE H114 OFFICE H115 OFFICE H116 JANITOR H117 CONCESSIONS H118 STORAGE H119 LOBBY H120 Room H121 Room H122 Room H123 CORRIDOR H124 TOILET H125 TOILET H126 Room H127 STAFF DINING H128 STORAGE H129 Room H130 Room H131 BOILER ROOM H132 RECEIVING H133 CAFETERIA H134 KITCHEN H135 DRY FOODS H136 COOLER H137 FREEZER J101 VESTIBULE J102 CONFERENCE J103 CAFETERIA J104 STORAGE J105 ELEVATOR EQUIP J106 CORRIDOR J107 WOMENS J108 TOILET J109 MENS J110 VESTIBULE J111 CORRIDOR J111A STAIR J111B JANITOR J112 VESTIBULE J112A ELEVATOR EQUIP J113 GYMNASIUM J114 RAMP J115 STAGE J116 STAGE J117 STAIR J118 TOILET J119 CORRIDOR J120 CHAIR STORAGE J121 STORAGE NO R T H UNIT H UNIT JUNIT G UNIT F UNIT C UNIT B UNIT EUNIT D UNIT A REV NO DESCRIPTION DATE 16 9 GENERAL ROOM FINISH SCHEDULE NOTES: A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN. B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS. C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL. ROOM FINISH SCHEDULE NOTES: 1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR. 2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS. 3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS. 4. PROVIDE RETENTION CLIPS AT ACT CEILING. 5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING. 6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. A24 A24 A32 A32 A44 A44 A56 A56 A72 A72 A80 A80 3232 2020 1212 0404 UNIT A UNIT B UNIT A UNIT D A101 A102 A103 A104 A105 A106 A107 A111 A112 A113 A110 A114 A115 A118 A119 A120 A122 A123A124 A121 A108 A109 A116 A117 B101 FGE 100' - 0" FGE 100' - 0" FGE 100' - 0" A114A A115A A118A A118A 9' - 0 " 4" 14' - 6"14' - 6" 9' - 0 " exg wdw to remain? add door add door modify counter? modify counter? exg wdw to remain? AD D N E W WI N D O W ? ? 1' - 4"35' - 4" 1' - 4" 16' - 2" DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES. 10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH. 11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL. 12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS. 13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS. 14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80. 15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS. 16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1. Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A3.1 UNIT A FIRST FLOOR PLAN AND SCHEDULES CITY SUBMITTAL T A P Checker UNIT A FIRST FLOOR ROOM FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR BASE WALL CEILING NOTESMTL FIN MTL FIN A101 VESTIBULE A102 CLASSROOM A103 CLASSROOM A104 CLASSROOM A105 CLASSROOM A106 JANITOR A107 CORRIDOR A108 CORRIDOR A109 BOYS A110 CLASSROOM A111 CLASSROOM A112 CLASSROOM A113 CLASSROOM A114 CLASSROOM XCPT XVB VB XGBD GBD PT PT XACT -- A114A SMALL GROUP CPT VB XGBD GBD PT PT ACT -- A115 CLASSROOM XCPT XVB VB XGBD GBD PT PT XACT -- A115A SMALL GROUP CPT VB XGBD GBD PT PT ACT -- A116 STORAGE A117 VESTIBULE A118 CLASSROOM XCPT XVB VB XGBD GBD PT PT XACT -- A118A SMALL GROUP CPT VB XGBD GBD PT PT ACT -- A119 CLASSROOM A120 CLASSROOM A121 MEDIA CENTER A122 GIRLS A123 VESTIBULE A124 CORRIDOR UNIT A FIRST FLOOR DOOR SCHEDULE DOOR NO.NOMINAL SIZE DOOR FRAME HEAD DETAIL HDW DR/FR LABEL NOTESMTL TYPE MTL TYPE A118A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- A3.1 1/8" = 1'-0" 1 UNIT A FIRST FLOOR PLAN NO R T H REV NO DESCRIPTION DATE 17 0 A08 A08 A16 A16 A20 A20 A28 A28 A36 A36 6868 6060 5656 4848 4040 3636 3232 FGE 100' - 0" FGE 100' - 0" UNIT A UNIT B U NIT B U NIT DUNIT BUNIT CUNIT DUNIT BA106 B101 B102 B103 B104 B105 B106 B107 B108 B109 B110 B111 B112 COURTYARD COURTYARD C101 C103 C103A D104 D105 E107 B1 0 9 B1 0 9 A B1 0 8 B1 0 8 A B1 0 6 B1 0 5 B1 0 7 B1 0 3 B1 0 4 B102 B102A B107A B103A B102B B106A FGE 100' - 0" 13 ' - 0 " 2 ' - 4 " 3 ' - 4 " 9 ' - 8 " 6 ' - 0 " 6 ' - 4 " 6 ' - 0 " 3 ' - 4 " 3 ' - 4 " 8 ' - 8 " 6 ' - 0 " 6 ' - 0 " 6 ' - 0 " 1 ' - 8 " 8 " 6 ' - 0 " 2 6 ' - 0 " 6 ' - 0 " 2 ' - 0 " 1 4 ' - 4 " - - - - 1B A11.1 2 A11.1 1 A11.1 HDCP HDCP 40' - 8" 1' - 4" 8' - 0" VE R I F Y 3' - 8 " 8 ' - 0 " 1 ' - 4 " 1 ' - 4 " 7' - 4" 1' - 4" 28' - 0" 3' - 4" 8" 1' - 4" VERIFY 24' - 6 3/4" REMOVE EXG WDW?? AD D N E W WI N D O W ? ? 66' - 6 3/4" (VERIFY) 33' - 4"25' - 10 3/4" (VERIFY) 1' - 4"35' - 4" 1' - 4" 16' - 2" 13 6 ' - 8 " 32' - 5" +/- (VERIFY) 8' MB TV (NIC) 8' MB TV (NIC) 8' M B TV ( N I C ) 8' M B TV ( N I C ) 1' - 4" 8" 3' - 4" 3' - 4" 8' - 0" 4' - 8" 8' - 0" VERIFY 8' - 0 3/4" +/- 5' - 8 " 6 ' - 0 " 6 ' - 8 " 6 ' - 0 " 2 5 ' - 4 " 6 ' - 0 " 8" 1' - 4 " 8 ' - 0 " 1' - 4 " 27 ' - 1 0 " 1' - 4 " 5 ' - 8 " CANOPY ABOVE VE R I F Y 6' - 6 " + / - 1 0 ' - 8 " 6 ' - 8 " 3 ' - 4 " 8 " 8' - 0" 1' - 4" 57 ' - 2 1 / 2 " 1A A11.1 3 A11.1 2B A11.1 3A A11.1 2A A11.1 3B A11.1 3C A11.1 2B A4.1 2 A4.1 2A A4.1 1B A4.1 1A A4.1 1 A4.1 GENERAL ROOM FINISH SCHEDULE NOTES: A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN. B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS. C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL. ROOM FINISH SCHEDULE NOTES: 1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR. 2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS. 3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS. 4. PROVIDE RETENTION CLIPS AT ACT CEILING. 5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING. 6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES. 10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH. 11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL. 12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS. 13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS. 14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80. 15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS. 16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1. Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A3.2 UNIT B FIRST FLOOR PLAN AND SCHEDULES CITY SUBMITTAL T A P D M M A3.2 1/8" = 1'-0" 1 UNIT B PLAN UNIT B FIRST FLOOR ROOM FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR BASE WALL CEILING NOTESMTL FIN MTL FIN B101 CLASSROOM B102 CORRIDOR B103 SCIENCE B104 PREP B105 STAFF TOILET B106 CORRIDOR B107 SCIENCE B108 SCIENCE B109 SCIENCE B110 SCIENCE B111 SCIENCE B112 PREP UNIT B FIRST FLOOR DOOR SCHEDULE DOOR NO.NOMINAL SIZE DOOR FRAME HEAD DETAIL HDW DR/FR LABEL NOTESMTL TYPE MTL TYPE B102 (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- -- B102A (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- -- B102B 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- - B103 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- B103A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 B104 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 B105 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 B106 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- - B106A (2) 3' - 0" x 7' - 0" x 1 3/4" HM C XHM x/A9.3 -- ---- B106F COILING COUNTER DOOR SST ... B107 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- B107A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 B108 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- B108A 3' - 0" x 7' - 0" x 1 3/4" HM C AL x/A9.1 B109 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- B109A 3' - 0" x 7' - 0" x 1 3/4" HM C AL x/A9.1 NO R T H REV NO DESCRIPTION DATE 17 1 GENERAL ROOM FINISH SCHEDULE NOTES: A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN. B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS. C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL. ROOM FINISH SCHEDULE NOTES: 1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR. 2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS. 3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS. 4. PROVIDE RETENTION CLIPS AT ACT CEILING. 5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING. 6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. A20 A20 A28 A28 A36 A36 A44 A44 A48 A48 A56 A56 A64 A64 A76 A76 80 72 68 60 92 96 B110 B111 B112 C101 C102 C117 C118 C119 E101 E102 E103 E104 E105 E106 E107 E108 E109 E110 E111 E112 E113 E114 E115 E116 E117 E118 E119 E120 E121 E122 E123 E124 E125 E126 E127 E128 E129 E130 E131 E133 E134 E135 E136 E137 E138 E139 E140 E1 0 3 E1 3 7 COURTYARD COURTYARD COURTYARD FGE 102' - 8" FGE 101' - 4" FGE 102' - 8" FGE 102' - 8" FGE 100' - 0" FGE 100' - 0" RA M P D N RA M P D N RAMP DN RAMP DNUNIT CUNIT EUNIT EUNIT CUNIT E UNIT F RAMP DN RAMP DN 14' - 6" 22 ' - 6 " E132 E132A 10 ' - 0 " 16' - 0" 9' - 4" 10 ' - 0 " E1 3 2 A - - - - DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES. 10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH. 11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL. 12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS. 13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS. 14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80. 15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS. 16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1. Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A3.3 UNIT E FIRST FLOOR PLAN AND SCHEDULES CITY SUBMITTAL T A P Checker UNIT E FIRST FLOOR ROOM FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR BASE WALL CEILING NOTESMTL FIN MTL FIN E101 CLASSROOM E102 GIRLS E103 STAFF TOILET PCT PCT CMU GBD XFB PCT PCT PCT ACT -- E104 CORRIDOR XCMU CMU -- PT XACT -- E105 CLASSROOM E106 Room E107 Room E108 CORRIDOR E109 ART E110 OFFICE E111 STORAGE E112 PROJECT STORAGE E113 JANITOR E114 ART E115 Room E116 Room E117 Room E118 COMMONS E119 Room E120 Room E121 Room E122 Room E123 Room E124 Room E125 Room E126 Room E127 Room E128 Room E129 GIRLS E130 BOYS E131 CORRIDOR E132 CLASSROOM E132 CLASSROOM XCPT XVB VB XCMU GBD PT PT XACT -- E132A SMALL GROUP CPT XVB VB XCMU GBD PT PT ACT -- E133 OFFICE E134 CLASSROOM E135 Room E136 CORRIDOR E137 STAFF TOILET PCT PCT CMU GBD PCT PCT ACT -- E138 BOYS E139 CLASSROOM E140 CLASSROOM A3.3 1/8" = 1'-0" 1 UNIT E FIRST FLOOR PLAN NO R T H UNIT E FIRST FLOOR DOOR SCHEDULE DOOR NO.NOMINAL SIZE DOOR FRAME HEAD DETAIL HDW DR/FR LABEL NOTESMTL TYPE MTL TYPE E103 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 E132A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 E137 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 REV NO DESCRIPTION DATE 17 2 4' - 8 " DN DN UP DN DN UP GENERAL ROOM FINISH SCHEDULE NOTES: A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN. B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS. C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL. ROOM FINISH SCHEDULE NOTES: 1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR. 2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS. 3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS. 4. PROVIDE RETENTION CLIPS AT ACT CEILING. 5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING. 6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES. 10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH. 11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL. 12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS. 13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS. 14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80. 15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS. 16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1. A112 A112 A120 A120 A124 A124 A132 A132 A140 A140 A148 A148 8888 9696 104104 116116 120120 24 ' - 3 " J101 J102 J103 J104 J105 J106 J107 J108 J109 J110 J111 J112 J113 J114 J115 J116 J117 J118 J119 J120 J121 FGE 97' - 4" FGE 97' - 4" FGE 97' - 4" FGE 97' - 4" FGE 99' - 10" FGE 99' - 10" 148' - 6" 148' - 6" J1 1 8 J1 1 7 J1 1 3 J1 1 4 J113A J119AJ120J121AJ121 J118A J118B J118C J118D J116J119 J109J107 FGE 97' - 4" 12 9 ' - 4 " 7' - 2" 12' - 10" 1' - 2" 6' - 2" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 4' - 10" 3' - 4" 3' - 10" 12' - 0" 12' - 0" 5' - 4 " 6 ' - 4 " 5' - 10" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 1' - 0"4' - 0" 7' - 0" 14' - 0" 6' - 6" 10' - 0" 1' - 0"4' - 0" 4' - 8" 8" 20' - 8" 1' - 2" 10 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 9 ' - 5 " 7 " UN I T H UN I T J UN I T H UN I T J 4' - 0" J112 J112A J112C J112B J111A J111B J112A J1 1 2 D J1 1 1 B J1 1 1 A EJ T EJ T EJ T AD D E D W A L L F O R J O I S T B E A R I N G ? ? ? J108 J110 J110A 4A A4.1 - - - - - - - - - - - - - --- Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A3.4 UNIT J FIRST FLOOR PLAN AND SCHEDULES CITY SUBMITTAL T A P D M M UNIT J FIRST FLOOR ROOM FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR BASE WALL CEILING NOTESMTL FIN MTL FIN J101 VESTIBULE J102 CONFERENCE J103 CAFETERIA J104 STORAGE J105 ELEVATOR EQUIP J106 CORRIDOR J107 WOMENS J108 TOILET J109 MENS J110 VESTIBULE J111 CORRIDOR J111A STAIR J111B JANITOR J112 VESTIBULE J112A ELEVATOR EQUIP J113 GYMNASIUM J114 RAMP J115 STAGE J116 STAGE J117 STAIR J118 TOILET J119 CORRIDOR J120 CHAIR STORAGE J121 STORAGE UNIT J FIRST FLOOR DOOR SCHEDULE DOOR NO.NOMINAL SIZE DOOR FRAME HEAD DETAIL HDW DR/FR LABEL NOTESMTL TYPE MTL TYPE J107 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J108 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J109 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J110 (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- -- J110A (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- -- J111A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- J111B 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- J112 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.3 -- -- -- J112A (2) 3' - 0" x 7' - 0" x 1 3/4" HM C XHM x/A9.3 -- ---- J112B (2) 3' - 0" x 7' - 0" x 1 3/4" HM C XHM x/A9.3 -- ---- J112C 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.3 -- -- -- J112D 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J113 (2) 3' - 6" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J113A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J114 3' - 4" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J116 (2) 3' - 2" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J117 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J118 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J118A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J118B 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- J118C 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- J118D 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- -- J119 3' - 8" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J119A 3' - 8" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J120 3' - 2" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J121 (2) 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J121A (2) 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 A3.4 1/8" = 1'-0" 1 UNIT J FIRST FLOOR PLAN NO R T H REV NO DESCRIPTION DATE 17 3 DN UP A120 A120 A124 A124 A128 A128 A132 A132 A136 A136 A140 A140 A144 A144 A148 A148 8888 9292 9696 100100 104104 108108 112112 116116 120120 0 1 4 6 9 7 13 14 16 18 19 21 22 23 24 28 31 34 36 372 CY C L O R A M A RE A R T R A V E L E R SC R I M ( B L A C K ) SC E N E R Y # 4 TH I R D E L E C TH I R D L E G SE C O N D B O R D E R MI D S T A G E T R A V E L E R SC E N E R Y # 2 SE C O N D E L E C SE C O N D L E G FI R S T B O R D E R SO U N D C L O U D # 1 SO U N D C L O U D # 2 FI R S T L E G FI R S T E L E C GR A N D C U R T A I N SC E N E R Y # 1 TH I R D L E G SE C O N D L E G FI R S T L E G GR A N D C U R T A I N SC E N E R Y # 3 J203 J201 J202 J2 0 2 J2 0 3 J201 FGE 111' - 10" FGE 115' - 10" FGE 118' - 0" J204 MET PANEL OVER RIGID INS AND CMU BACKUP ? ME T P A N E L OV E R R I G I D I N S AN D S T L S T U D BA C K U P ? PROSCENIUM ℄ 6' - 8" 7' - 4" - - - - - - - - GENERAL ROOM FINISH SCHEDULE NOTES: A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN. B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS. C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL. ROOM FINISH SCHEDULE NOTES: 1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR. 2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS. 3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS. 4. PROVIDE RETENTION CLIPS AT ACT CEILING. 5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING. 6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES. 10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH. 11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL. 12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS. 13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS. 14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80. 15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS. 16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1. Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A3.5 UNIT J UPPER LEVEL FLOOR PLAN AND SCHEDULES CITY SUBMITTAL T A P D M M A3.5 1/8" = 1'-0" 1 UNIT J MEZZANINE FLOOR PLAN UNIT J MEZZANINE ROOM FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR BASE WALL CEILING NOTESMTL FIN MTL FIN J201 STORAGE J202 STAIR J203 MECHANICAL J204 CONTROL ROOM UNIT J MEZZANINE DOOR SCHEDULE DOOR NO.NOMINAL SIZE DOOR FRAME HEAD DETAIL HDW DR/FR LABEL NOTESMTL TYPE MTL TYPE J201 (2) 3' - 2" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J202 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 J203 (2) 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 NO R T H REV NO DESCRIPTION DATE 17 4 TOP OF MAS EL 114' - 4"C J FGE 100' - 0" BRL EL 99' - 4" C J FB2 FB1 FB2 MECH RTU C J C J C J C J C J C J C J C J FB2 FB1 EXG BLDG BRL EL 99' - 4" FB2 FB1 EXG FB1 EXT LIGHT EXT LIGHT EXG BLDG EXG FB1 9' - 4 " MECH RTU C J C J C J TOP OF MAS EL 114' - 4" FGE 100' - 0" BRL EL 99' - 4" 9' - 4 " FB2 FB1 C J C J C J C J C J C J TOP OF MAS EL 114' - 4" FGE 100' - 0" BRL EL 99' - 4" FB2 FB1 MECH RTU C J C J 9' - 4 " EXT LIGHTFB2 FB1 C J C J C J C J FB2 FB1 TOP OF PCC / STUD EL 130' - 0" MET PANEL 7' - 4 " 4' - 8 " 6' - 8 " 5' - 4 " MECH MEZZ FGE 111' - 10"C J C J MET PANEL TOP OF STUD EL 112' - 0" LOUVER LOUVER FGE 97' - 4" BRL EL 96' - 8" - TYPBRL EL 96' - 8" EXG FB1 BEYOND UPPER STAGE FGE 115' - 10" EXG TOP OF MAS EL 115' - 8" FB2 FB1 C J SANDBLASTED PCC FINISH PCC PANEL W/ FB1 THIN BRICK FINISH MECH RTU TOP OF PCC EL 130' - 0" TOP OF MAS EL 112' - 0" STAGE FGE 97' -4" OS OS C J BRL EL 96' - 8" 12 ' - 0 " SANDBLASTED PCC FINISH PCC PANEL W/ FB1 THIN BRICK FINISH FB2 FB1 EXG WHITE CONC FIN EXG FB1 EXG BUILDING TOP OF PCC / STUD OR MAS EL 130' - 0" EXG FB1 BEYOND METAL PANEL STAGE FGE 99' - 10" FGE 97' - 4" BRL EL 96' - 8" METAL PANEL EXG BUILDING SANDBLASTED PCC FINISH 12 ' - 8 " EXG WHITE CONC FINISH EXG FB1 EXG WHITE CONC FINISH TOP OF STUD EL 110' - 4" PCC PANEL W/ FB1 THIN BRICK FINISH FB1 EXG AL FRAME METAL PANEL SANDBLASTED PCC FINISH TOP OF PCC / STUD OR MAS EL 130' - 0" FGE 97' - 4" BRL EL 96' - 8"BRL EL 96' - 8" CONTROL RM FGE 118' - 0" PCC PANEL W/ FB1 THIN BRICK FINISH SANDBLASTED PCC FINISH Mi n n e t o n k a M i d d l e S c h o o l W e s t Gy m , S t a g e a n d S c i e n c e Ad d i t i o n s a n d A l t e r a t i o n s Mi n n e t o n k a P u b l i c S c h o o l s D i s t r i c t N o . 2 7 6 64 2 1 H a z e l t i n e B o u l e v a r d Mi n n e t o n k a , M i n n e s o t a 5 5 3 3 1 REVISIONS KEYPLAN SIGNATURE / SEAL F E B 1 3 , 2 0 2 6 DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO. SHEET NUMBER REVISION NO. 2 5 0 6 1 N A B D EC F G H J FOR REVIEW ONLY NOT FOR CONSTRUCTION A4.1 EXTERIOR ELEVATIONS CITY SUBMITTAL T A P D M M A4.1 1/8" = 1'-0" 1 EXTERIOR ELEVATION - UNIT B NORTH A4.1 1/8" = 1'-0" 1A EXTERIOR ELEVATION - UNIT B WEST A4.1 1/8" = 1'-0" 1B EXTERIOR ELEVATION - UNIT B SOUTH A4.1 1/8" = 1'-0" 2 EXTERIOR ELEVATION - UNIT B COURTYARD - WEST A4.1 1/8" = 1'-0" 2A EXTERIOR ELEVATION - UNIT B COURTYARD - SOUTH A4.1 1/8" = 1'-0" 2B EXTERIOR ELEVATION - UNIT B COURTYARD - NORTH A4.1 1/8" = 1'-0" 3 EXTERIOR ELEVATION - UNIT J SOUTH A4.1 1/8" = 1'-0" 3A EXT EL - J EAST A4.1 1/8" = 1'-0" 4 EXTERIOR ELEVATION - UNIT B NORTH A4.1 1/8" = 1'-0" 4A EXTERIOR ELEVATION - UNIT J WEST FGE 100' - 0" BRL EL 99' - 4" TOP OF MAS EL 114' - 4" REV NO DESCRIPTION DATE GYMNASIUM ADDITION SURFACE AREA (14,260 SF TOTAL) 54% PCC W/ SANDBLASTED FINISH 27% PCC W/ UTILITY THIN BRICK FB1 FINISH 10% METAL PANEL 5% FB1 (MODULAR MULTI-COLOR TAN FACEBRICK) 3% ALUMINUM FRAME / GLASS 3% FB2 (MODULAR WHITE FACEBRICK) SCIENCE ADDITION SURFACE AREA (5,679 SF TOTAL) 53% FB1 (MODULAR MULTI-COLOR TAN FACEBRICK) 32% FB2 (MODULAR WHITE FACEBRICK) 12% ALUMINUM FRAME / GLASS 3% METAL PANEL 17 5 Flex/ Collaboration/ (4) Science Labs Addition / Stage 176 17 7 STORMWATER MANAGEMENT NARRATIVE PREPARED FOR: Gym, Stage, and Science Addition and Alterations Minnetonka Middle School Minnetonka Public Schools District 276 6421 Hazeltine Blvd Excelsior, MN 55331 February 13, 2026 Revised February 27, 2026 Prepared by: 2300 Berkshire Lane North, Suite 200 Plymouth, MN 55441 178 Table of Contents Summary Stormwater Summary Appendix A Rainfall Analysis Data Appendix B Water Quality Volume Calculations Appendix C Drainage Maps - Existing Drainage Map - Proposed Drainage Map Appendix D Existing vs Proposed Site Areas Appendix E Existing vs Proposed Rate and Volume Summaries Appendix F MIDS Diagram and Calculation Summary 179 Stormwater Summary The Minnetonka Middle School West Gym, Stage, and Science Addition Project in Excelsior, MN is located at 6421 Hazeltine Blvd. This project consists of replacing an existing grass sports field with a synthetic turf field, relocating the existing running track, and constructing a new gym and science addition. A HydroCAD stormwater model is being developed to estimate peak runoff rates and volumes for the existing and proposed drainage conditions. The SCS Curve Number Method was used with rainfall distribution of a Type II 24-hour storm. The hydrographs were based on the updated NOAA Atlas 14 data for the area. This rainfall data is shown in Appendix A. Curve Numbers were determined from the National Resource Conservation Service (NRCS) Web Soil Survey, a topographic survey from Civil Site Group Project Number 23189.02, dated October 11, 2025, aerial images, and the Geotechnical Evaluation Report from Braun Intertec Project Number B2508902, dated January 27, 2026. Existing Conditions The existing project site consists of a ~130,000 SF school and supporting parking facilities along with recreational facilities. It also includes a grass sports field surrounded by a running track and other track and field components. The draft Geotechnical Evaluation Report by Braun Intertec indicated that the native soils at this site consist of alluvially deposited clay loam and organic soils. According to the survey from Civil Site Group Surveying, the site drains to 6 separate subcatchments. Four of the subcatchments drain to onsite BMP’s (Subcatchments 1-4), and 2 drain offsite untreated (5&6). A 7th Subcatchment in the NW portion of the site drains overland and is conveyed by City storm drain at Hazeltine Blvd. See the Existing Drainage Map in Appendix C. The site is located in Minnehaha Creek Watershed District (MCWD) and therefore follows the MCWD permitting regulations. The majority of the site drains to ditch on Hazeltine Blvd which discharges to a pond south of Lake Luc y Road. This pond is within the hydrological boundary in MCWD but is within the jurisdictional boundary of Riley Purgatory Creek. LIDAR TOPOGRAPHY (from MNTOPO) HYDROLOGICAL AND DISTRICT BOUNDARIES (from MNTOPO) 180 Proposed Conditions The proposed site modifications consist of replacing the grass sports field and the running track with a new synthetic turf field and the running track. This is designated on both the Existing and Proposed Drainage Maps as Subcatchment 6S. This will change the hydrologic boundary in the SE corner of the site closer to the jurisdictional boundary line due to the new sports field drainage now being directed west. Also apart of the improvements are 2 new building additions and associated parking. Three new stormwater management facilities will also be constructed. The first is an underground filtration system (Pond 3A-P) under the sports field, the second/third (Pond 3B-P and Pond 7) are above ground filtration systems that will treat roof and parking runoff. See the Proposed Drainage Map in Appendix C. Stormwater Objectives Based on the site size, the disturbance and the amount of increased impervious surface, the Minnehaha Creek Watershed District requires phosphorus control, rate control, and volume control for the additional impervious surface. With the site being predominantly D soil, filtration will be considered versus infiltration. For filtration, the required volume is for 2” of runoff (calculation for 2” treatment in Appendix B). Total Phosphorus (at least 60%), Total Suspended Solids (at least 90%) , and rate control will be provided using filtration. The size of the site is 30.7 acres, with 7.7 acres of existing impervious surfaces (7.4 acres of buildings and pavements, 0.3 acres of water). Approximately 8.2 acres will be disturbed on the site, which is less than 40% of the site (8.2/30.7=27%). There will be an increase of approximately 2.9 acres of impervious surface with the synthetic turf, new addition and parking improvements, the total of which is less than a 50% increase in impervious surface. For the treatment under the field, the aggregates and sand are modeled as having 30% voids. Providing a minimum of 3ft of sand for filtration beneath the synthetic turf, there will be 80,640 cf of filtration provided. The volume requirement is obtained in the first foot on the sand. The volume control requirement in the synthetic turf area will require 8,000 cf of abstraction. Fifty percent of the filtration volume equates to an abstraction volume credit of 40,320cf, which is higher than the requirement. Filtration Basin #3 provides the required storage for the ~70,500 SF of impervious that is routed to it, plus additional storage that will allow ~18,400 SF of impervious in the future. Filtration calculations are shown in Appendix B. HydroCAD calculations summaries are provided Appendix E and demonstrate that flow rate is reduced in the 2,10, and 100 yr storm events to all 3 points of discharge. The volume in 6S is reduced due to the reduction in area free drains offsite, but the total volume does increase due to the added impervious. The full HydroCad calculations are provided in a separate document. A MIDS model was completed to determine TP and TSS removal for the 3 new BMP’s. Assuming that all of the new and disturbed ground is routed to the new BMP’s, the TSS removal is 9 5% and TP is 86%. The undisturbed ground that is currently routed to existing BMP’s was ignored for this calculation. The MIDS summary can be found in Appendix F. Erosion and Sediment Control Temporary Control -A construction exit will be installed. Seeding will be used on disturbed areas to prevent erosion, and to allow permanent stabilization of the grassy areas in the future. Inlet protection will be used at all inlets to prevent sediment from entering into the storm sewers. Temporary soil stockpiles will have silt fence or other effective sediment controls, and will not be placed in surface waters, including storm water conveyances such as conduits and ditches. Stockpiles that remain on the site for more than 7 days shall be seeded, mulched, and surrounded by silt fence. Permanent Control – Natural turf will be established for complete stabilization on all disturbed pervious areas outside of the track and field. Synthetic turf will be placed over the aggregates within the track. 181 Appendix A: Rainfall Analysis Data Rainfall Data Storm Event Rainfall (in) 1-Year 2.47 2-Year 2.84 10-Year 4.20 100-Year 7.18 182 Appendix B: Water Quality Volume Calculations NOTE: Additional volume in 3B-P allows for 18,413 SF of future impervious 183 NOTE: Additional volume in 7-P allows for 236 SF of future impervious 184 Appendix C: Drainage Maps EXISTING DRAINAGE MAP 185 PROPOSED DRAINAGE MAP 186 Appendix D: EXISTING VS PROPOSED SITE AREAS 187 Appendix E: EXISTING VS PROPOSED RATE AND VOLUME SUMMARIES 188 Appendix F: MIDS DIAGRAM AND CALCULATION SUMMARY 189 MEMORANDUM www.sr fconsulting.com 3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010 Equal Employment Opportunity/Affirmative Action Employer SRF Project No. 20247.00 To: Paul Bourgeois, CPA Minnetonka Independent School District 276 From: Collin Schroeder, PE Date: February 27, 2026 Subject: Minnetonka Middle School West Site Additions and Alterations Engineer’s Traffic Memorandum Introduction The Minnetonka Independent School District 276 is seeking approval from the City of Chanhassen for a building addition and site alteration on the Minnetonka Middle School West (MMSW) property. The intersection providing access to MMSW is located on TH 41 (Hazeltine Blvd) and currently operates as a side-street-stop controlled intersection. The purpose of this memorandum is to document the anticipated impacts the proposed building additions and site alterations have on the traffic operations at the TH 41 and MMSW intersection. The existing MMSW property and its connection to TH 41 is shown in Figure 1. Figure 1. Existing Site Minnetonka Middle School 190 Paul Bourgeois, CPA February 27, 2026 Minnetonka Indepenent School District 276 Page 2 of 5 Site Plan The proposed site plan includes an 8,300 square-foot science lab addition on the northwest side of the existing building and a 14,500 square-foot gymnasium and stage addition on the far east side of the existing building. The gymnasium and stage addition will provide bleacher seating for school performances with a capacity of 750 seats. The proposed building additions are shaded in grey in Figure 2. Figure 2. Proposed Building Additions As part of the site modifications, alterations are also being proposed to the parking lot and circulation for parent drop-off and pick-up before and after school. The alterations to the parking lot and circulation result in an additional four parking spaces and an additional 33 feet for vehicle storage in the circulation loop. To accommodate the parking lot and circulation alterations, the track loop and 191 Paul Bourgeois, CPA February 27, 2026 Minnetonka Indepenent School District 276 Page 3 of 5 field are being rotated and relocated east of the school parking lot. The proposed site alterations are shaded in grey in Figure 3 and differences in the parking lot circulation are shown in Figure 4. Figure 3. Proposed Site Alternations Figure 4. Parking Lot Circulation 192 Paul Bourgeois, CPA February 27, 2026 Minnetonka Indepenent School District 276 Page 4 of 5 The purpose of the additions and alterations are to expand the school’s curriculum opportunities. There will be no additions to school enrollment or staff associated with the proposed site additions and alterations. There are also no additional events associated with the site modifications beyond the typical, existing events hosted at the school. Traffic Analysis The TH 41 and MMSW intersection has been evaluated through previous projects with the data, analysis methodology, and results documented in Intersection Control Evaluation (ICE) Reports. For the purposes of this analysis, results from the previous projects will be referenced to identify the anticipated impacts the site modifications have on the traffic operations at the TH 41 and MMSW intersection. As mentioned previously, the site additions and alterations will not result in additional school enrollment or staff. Therefore, there will be no adjustments or additions to the traffic volumes used to evaluate the operations at the intersection as part of the previous analysis. Intersection Control Alternatives The previous analysis identified three reasonable intersection control alternatives at the TH 41 and MMSW intersection: 1. Side-Street Stop Control 2. Traffic Signal Control 3. Single-Lane Roundabout Control The existing intersection operates as side-street stop control. The traffic signal control was identified as a suitable temporary intersection control alternative to better accommodate traffic through the intersection during the TH 5 construction, which is planned to begin in April 2026. The traffic signal is planned to be a temporary intersection control solution and will be removed upon the completion of the TH 5 construction. The single-lane roundabout was identified as the recommended long-term intersection control alternative. Operations Traffic operations analysis identifies a Level-of-Service (LOS) which indicates how well an intersection is operating based on average delay per vehicle. Delay is calculated based on procedures outlined in the Highway Capacity Manual (HCM). Intersections are given a ranking from LOS A to LOS F. LOS A indicates the best traffic operation and LOS F indicates the intersection is over capacity. The three alternatives have been evaluated using year 2045 forecasted traffic volumes for the school’s morning and afternoon peak hours. Results from the year 2045 traffic analysis for each of the control alternatives are shown in Table 1. 193 Paul Bourgeois, CPA February 27, 2026 Minnetonka Indepenent School District 276 Page 5 of 5 Table 1. Traffic Operations Analysis Alternative AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS Side-Street Stop Control1 28 / > 2 min D / F 76 / > 5 min F / F Traffic Signal Control1 11 / 54 B / D 16 / 37 B / D Single-Lane Roundabout Control2 12 / 14 B / B 18 / 24 B / C Note: overall intersection results are followed by the worst-approach results. 1. Results are reported from Synchro/SimTraffic. 2. Results are reported from RODEL. Conclusions Based on a review of the site plans, the additions and alterations are not anticipated to impact the traffic operations at the TH 41 and MMSW intersection. There is not anticipated to be additional traffic entering and exiting the school because there is no additional student enrollment or staff employment associated with the site plan. Based on a review of the previous traffic analysis, the side-street stop control alternative is anticipated to be over capacity in the forecast year 2045. Both the traffic signal and single-lane roundabout control alternatives improve operations. The single-lane roundabout results in the largest reduction in vehicle delays for traffic exiting the school, providing more opportunities for vehicles to make their desired movement. MMSW Site Modification_Traffic Memo.docx 194 PH (952) 227 -1100 • ChanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Application: Site Plan Approval (Planning Case #2026-04) Staff Report Date: April 8, 2026 Drafted By: Rachel Jeske, Planner Eric Maass, Community Development Director Mackenze Grunig, Project Engineer Joe Seidl, Water Resources Engineer Jamie Marsh, Environmental Resource Specialist Planning Commission Review Date: March 17, 2026 City Council Review Date: April 13, 2026 SUMMARY OF REQUEST: The Applicant is requesting site plan approval for building additions and site alterations to Minnetonka Middle School West. LOCATION: 6421 Hazeltine Blvd PID: 25.0033000 APPLICANT/PROPERTY OWNER: Minnetonka Independent School District 276 PRESENT ZONING: Office & Institutional (OI) 2040 LAND USE PLAN: Public/Semi Public ACREAGE: 30.54 DENSITY: N/A PROPOSED MOTION: "The Chanhassen City Council approves the requested site plan for building additions and site alterations to Minnetonka Middle School West, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision." 195 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with zoning ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. COMMUNITY ENGAGEMENT A public open house was held at the Minnetonka Middle School West on March 3, 2026, for residents to ask questions about the project and provide feedback. Notice of the public hearing at the Planning Commission was mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXI, “OI” Office and Institutional District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments SITE PLAN REVIEW Proposal The Applicant is requesting approval for the construction of building additions and site alterations for Minnetonka Middle School West. The additions will include the addition of four new science labs on the northwest corner of the building and a new gymna sium on the east side of the building. Additional site improvements include the construction and reorientation of the outdoor track and athletic field and the rerouting of the drop -off and pick-up queue. A site plan review is required for building expansio ns that increase the gross building floor area by 10% or more. Compliance Table Ordinance Requirements Subject Site Lot Area 15,000 square feet 1,338,842 square feet Lot Coverage 65% 45.7% Building Height Principal 2 stories/35 feet 2 stories/~33 feet Building Setbacks – Classroom Addition Front yard 35 feet 35.75 feet 196 Building Setbacks – Gymnasium Addition Rear yard 30 feet ~615 feet Side yard (South) 15 feet ~211 feet Accessory Structure Setback (Track) Rear yard 30 feet ~45 feet Side yard (South) 15 feet 40 feet Parking Setback Rear Yard 50 feet ~566 feet Side yard (South) 50 feet 29 feet* * Parking layout must be modified so that parking spaces maintain their existing setback. The existing parking setback is approximately 48 feet. Parking City Code Section 20-1124(b)(21) requires that junior high schools provide “four parking spaces for each classroom or office room plus one space for every 150 square feet of seating area, including aisles, in any auditorium or gymnasium or cafeteria intended to be used as an auditorium.” The site currently has 203 daily parking spaces and 131 additional event parking spaces: a total of 340 existing parking spaces. With the proposed addition, the site will have 76 classrooms/offices and 6,334 square feet of auditorium seating area. Based on the relevant parking requirements, the number of classrooms/offices requires 304 parking spaces, and the proposed auditorium seating area requires 42 parking spaces – for a total of 346 parking spaces. The applicant is proposing to add 2 parking spaces, bringing the total to 342 . The site plan must be updated to add 4 additional parking spaces to meet the 346 spaces required. The proposed development also reroutes the drop-off and pick-up queueing area and adds 33 linear feet of new queueing space. Loading, Mechanical, and Refuse Areas City Code Section 20-1071, within the Design Standards for Commercial, Industrial, and Office- Institutional Development, requires that mechanical equipment, refuse areas, loading docks, and other site elements that tend to be unsightly must be screened fro m public view. Screening shall be accomplished through the use of walls, fencing, dense plantings or any combination which is equally effective in the winter as in the summer. The proposed plans do not show the required screening for mechanical equipment. Screening of all proposed rooftop mechanical equipment must be shown on plans prior to the issuance of 197 a building permit. Lighting A photometric plan and light fixture specification sheets were provided with the plan set for the proposed detached light fixtures. All light fixtures have a cutoff angle of 90 degrees or less and do not exceed 30 feet in height. The photometric plan shows that light levels do not exceed 1/2 foot-candle at the property lines. An updated photometric plan and specification sheets must be provided for any light fixtures proposed to be attached to the exterior of the building additions. Signage Signage for the property shall comply with the signage regulations in City Code Section 20-1302 and all other applicable regulations to the site. Sign permits must be applied for and reviewed at the time of building permit review. LANDSCAPING & TREE PRESERVATION The applicant for the Minnetonka Middle School West addition has submitted calculations for tree canopy coverage and preservation . The submitted plans show that the proposed tree canopy exceeds the minimum requirements in city code. Total upland area (excl wetlands, bluff): 30.54 acres Baseline Canopy Coverage: 4.38 acres Minimum Canopy Coverage Required: 3.05 acres or 10% Proposed Tree Preservation: 4.01 acres or 13% Canopy Coverage and Tree Replacements: The applicant has submitted a landscape plan showing a total of 12 new trees and 66 new shrubs to be planted. Additionally, the applicant is proposing to spade transplant 21 existing trees to new locations on the site. All plantings must meet city diversity requirements. No more than 30% of the trees can be from one family, no more than 20% from the same genus, and no more than 10% of the same species. As shown above, the site meets minimum canopy coverage requirements. The Heritage Tree Ordinance amendment was adopted on February 9, 2026, which may potentially impact the number of replacements required for the site plan. The applicant has submitted a landscape plan showing a total of 12 trees (29.25” dbh) to be planted on site which may or may not be sufficient. Additional tree replacements may be required if it’s found that Heritage Trees are being removed as part of this project. 198 Vehicular Use Area Requirements City code section 20-1181 provides regulations for vehicular use area landscaping requirements. Publicly owned and operated parking lots used for long duration parking may be exempt from these requirements when there is a demonstrated concern regarding security or safety. The school parking lot is proposed to be modified, but not fully reconstructed. As a result, additional vehicular use landscaping requirements are not required to be implemented. Buffer Yard Requirements Buffer yard planting requirements as defined in City Code Chapter 20 -1176, are required between the site, adjacent developments, and HWY 41. The North and West buffer yards must be included in the site plan. Buffer yard calculations are listed below. Required plantings/landscape area Proposed Plantings Buffer yard A – North Prop. Line – 601’ Buffer Yard Depth: 30’ 5 Overstory trees 10 Understory trees 14 Shrubs Buffer yard B – East Prop. Line – 1,144.5‘ Buffer Yard Depth: 30‘ 9 Overstory Trees 18 Understory trees 27 Shrubs Existing vegetation meets requirements on South buffer yard. Buffer yard B – South Prop. Line – 783’ Buffer Yard Depth: 25’ 9 Overstory Trees 19 Understory trees 28 Shrubs Buffer yard B – West Prop. Line - 905’ Buffer Yard Depth: 30’+ 7 Overstory Trees 14 Understory trees 21 Shrubs If, through construction, existing buffer plantings are killed, additional plantings will be required in order to maintain compliance with city code. BUILDING ARCHITECTURAL REVIEW Required architectural standards The proposal must comply with the architectural standards established in City Code Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments. Architectural Style The City Code states that architectural style shall not be restricted and that the evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of City Code. Site characteristics to be 199 evaluated for this purpose include building and landscaping, colors, textures, shapes, massing and rhythms of building components and details, height of the roofline, setbacks, and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. Monotony in design, both within projects and between projects and their surroundings, is prohibited. Variation in detail, form, and siting shall provide visual interest. Site characteristics that may be used for this purpose include building and plant materials, sizes, colors, textures, shapes, massing, rhythms of building components and details, height, roofline, and setback. Accent material may occupy up to 15 percent of the building's facade. These may include metal, glass block, spandrel glass or similar materials approved by the city. The use of any plain concrete panels, sheet metal panels, or EFIS shall be permitted only when specifically approved by the city in areas with limited public view or as accent materials. Massing and Placement The City Code states that all buildings shall be located as close as possible to the principal building setback line and the majority of parking shall be to the rear or side of the building or screened area. The developable area of the subject site is highly constrained by the location of the existing building, parking lots, and fields as well as the required building setbacks. The proposed classroom addition to the northwest side of the school meets the intent of city code, as it would bring more of the building up to the front building setback line. The gymnasium is proposed to be added to the east of the cafeteria, as it causes minimal modifications to the site's existing conditions and is logical to the school's internal layout. The impact of the eastern addition on the site requires the applicant to optimize the parking and queueing areas as well as the outdoor recreation space. These modifications increase the sense of order within the site and will lead to more efficient circulation. Elevations – Classroom Addition North Elevation South Elevation 200 West Elevation Elevations – Gymnasium Addition South Elevation East Elevation North Elevation 201 West Elevation Rendering Materials and Color Science Lab Addition – This addition features a majority of red and white face brick with metal accent panels. Gymnasium Addition – This addition features a majority of precast concrete panels with brick and sandblasted finishes. Metal panels, tan, and white face brick are all used as accent materials. The proposed materials and colors are harmonious with the existing building. The proposed 202 materials meet the intent of the design standards for office and institutional buildings. Architectural Interest – Classroom Addition The classroom addition mimics the existing building's surrounding architecture. The proposed materials are horizontally divided, with a base of tan face brick, a band of white face brick, and a metal building cap. This addition includes many windows that provide sufficient façade transparency. Architectural Interest – Gymnasium Addition The gymnasium addition displays a horizontal division of materials between the first and second stories. This division of materials and the strategy of using darker materials closer to the ground help to minimize the impact of the addition. This addition also includes metal accent panels that provide visual interest and break up the wall massing. ENGINEERING & WATER RESOURCES REVIEW Overview The applicant is requesting a site plan review for facility improvements at 6421 Hazeltine Boulevard. The proposal includes improvements to the site, including building additions, a turf athletic field, pavement construction, and new stormwater management features. Plans dated February 13, 2026, and a stormwater report dated February 27, 2026, both prepared by VAA, were reviewed by staff. Access The project site is located in the north-central portion of Chanhassen. The Minnesota Department of Transportation owns and maintains Hazeltine Boulevard (State Highway 41). Work proposed within, adjacent to, or accessing the project site from this public right -of-way will likely require a permit from the Minnesota Department of Transportation. The applicant shall coordinate with all applicable agencies to confirm permitting requirements. Proof that all required permits have been obtained shall be submitted prior to the issuance of building permits. Grading & Drainage The site consists of a single parcel that currently contains a building, bituminous pavement, and sports facilities, with the remaining areas maintained as open grass. Under existing conditions, the northern portion of the site drains west toward a storm s ewer located at the northwest corner of the property within Hazeltine Boulevard. This storm sewer flows north along Hazeltine Boulevard and ultimately outlets to a wetland located west of the project site. Most of the southern portion of the site drains to a drainage ditch at the southwest corner of the property, along Hazeltine Boulevard, which conveys runoff to a wetland just south of the project site. An existing treatment basin is also located at the southwest corner of the site and discharges to this drainage ditch. A small portion of the southeast corner of the property currently drains south off-site. 203 Under proposed conditions, the site will be mass graded to accommodate building expansion, pavement, and a turf athletic field. Overall drainage patterns will remain generally consistent with existing conditions. Three filtration basin Best Management Practices (BMPs) are proposed to treat runoff from the new impervious surfaces. Stormwater from the western building addition will be collected by roof drains and conveyed to a filtration basin located in the west- central portion of the property. This basin will discharge to the existing drainage ditch along Hazeltine Boulevard. Stormwater from the southern building addition will also be collected by roof drains and conveyed to a second filtration basin located in the south-central portion of the site. This basin will discharge through an existing basin at the southwest corner of the property before ultimately draining to the ditch along Hazeltine Boulevard. Additional runoff from adjacent greenspace will enter this basin via sheet flow. The proposed turf athlet ic field will function as a third filtration basin. Runoff from the field surface will be collected within the field system and conveyed to the second filtration basin. Collectively, the proposed filtration basins are intended to provide treatment for new impervious surfaces and to meet applicable discharge rate requirements. Erosion Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disp osal System (NPDES Construction Permit). All erosion control shall be installed and inspected by city staff prior to initiation of site grading activities. The applicant has submitted an erosion control plan and a Storm Water Pollution Prevention Plan (SWPPP). No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized when the contractor and their sub - contractors are identified and as other conditions change. An approved SWPPP shall be submitted prior to issuing building permits. All erosion control shall be installed and inspected prior to initiation of site grading activities. Environmental Protection Districts • Wetland Protection – No wetlands on site. • Bluff Protection – No natural bluffs on site. • Shoreland Management – Not within a shoreland management district • Floodplain Overlay – Not within a floodplain overlay district. Stormwater Management Article VII, Chapter 19 of the City Code establishes the required stormwater management development standards. Section 19-141 states that these standards must be reflected in plans prepared by developers and project proposers in the design and layout of site plans, subdivisions, and water management features. The standards require abstraction of runoff and water quality treatment sufficient to achieve removal of 90 percent total suspended solids (TSS) and 60 percent total phosphorus (TP). 204 The proposed project is located within the jurisdiction of the Minnehaha Creek Watershed District and is therefore subject to its rules and regulations. A small portion of the site in the southeast corner falls within the hydrologic boundary of the Riley P urgatory Bluff Creek Watershed District; however, the entire site lies within the political boundary of the Minnehaha Creek Watershed District. A permit from the watershed district will be required prior to the issuance of building permits. A Stormwater Management Report has been submitted for review to verify compliance with all applicable stormwater management requirements, including rate control, volume abstraction, and water quality treatment. All review comments from both the City and the watershed district must be addressed prior to project approval. The proposed design includes three filtration basins to meet stormwater management requirements. Two of the basins are surface filtration basins, while the third consists of sand filtration section located beneath the turf athletic field. Surface runoff as sociated with the proposed filtration basins was evaluated as part of this analysis. However, discrepancies were identified between the TP and TSS modeling, hydraulic modeling, and the project plans. Due to these inconsistencies, compliance with removal standards cannot be confirmed at this time. The applicant also submitted calculations and supporting narrative indicating the proposed drainage design will not adversely impact adjacent properties. Despite this, minor discrepancies were found between the Stormwater Management Report, HydroCAD and MIDS models, report appendices, and the project plans. As a result, compliance with rate control requirements cannot be verified. Discrepancies include storage surface area and volumes, impervious area within drainage areas and routed to BMPs, surface soil conditions, discharge rates, and HWLs. Additionally, potential offsite drainage to the east should be analyzed, as no offsite drainage is currently included in the modeling. As part of the final site plan review and agreement, the applicant shall submit final versions of the stormwater modeling (HydroCAD and MIDS) and an updated Stormwater Management Report that addresses all outstanding comments and confirms compliance with rate control, volume abstraction, and water quality standards. Stormwater discharged from the site is routed directly to right-of-way areas owned by the Minnesota Department of Transportation. As a result, permits will likely be required from this agency to verify that stormwater requirements are met and that the prop osed design will not adversely impact downstream systems. The applicant shall provide proof of all required permits prior to issuance of building permits. All stormwater infrastructure on the site will be privately owned and maintained. The applicant shall prepare an Operation and Maintenance (O&M) Plan for the private stormwater infrastructure onsite. Maintenance of private stormwater systems is required in perpetuity. The O&M Plan must be approved by the Water Resources Engineer, or their designee, and recorded against the benefiting property. The stormwater O&M agreement shall be recorded prior to the issuance of building permits. SITE PLAN FINDINGS 205 In evaluating a site plan and building plan, the city shall consider nine possible adverse effects of the proposed site plan. The nine effects and our findings regarding them are: a) Consistency with the elements and objectives of the city's development guides, including the Comprehensive Plan, official road mapping, and other plans that may be adopted; Finding: The site plan is consistent with the 2040 Comprehensive plans and other relevant development guides. b) Consistency with the site plan review requirements; Finding: The site plan is consistent with the site plan review requirements. c) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Finding: The proposed design minimizes tree removals and grading to keep with the appearance of surrounding areas. d) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed design creates a harmonious relationship between the existing building, the proposed additions, the outdoor recreational area, and the natural areas. e) Creation of functional and harmonious design for structures and site features, with special attention to the following: i. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; ii. The amount and location of open space and landscaping; iii. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and iv. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed site plan does create an internal sense of order for the buildings 206 and uses on the site through the balance of landscaping, material applications, and improved circulation for pedestrians and vehicles. f) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The site plan as proposed does protect adjacent and neighboring properties for surface water drainage, sound and sight buffers, preservation of views, light and air that could have substantial effects on neighboring land uses. g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and standards of the HC districts. Finding: The proposed site plan is not within the Highway Corridor District. h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent and standards of the BCO district. Finding: The proposed site plan is not within the Bluff Creek Overlay District. i) Maintain an acceptable road system level of service. Finding: The proposed site plan maintains an acceptable road system level of service. The proposed site additions and alterations will not result in additional school enrollment or staff or increase traffic volumes. RECOMMENDATION The Chanhassen Planning Commission recommended unanimous approval of the requested site plan and the adoption of the findings of fact and decision subject to the conditions listed in the staff report. APPLICATION REVIEW COMMENTS PLANNING: 1. An updated photometric plan and specification sheets must be provided for any light fixtures proposed to be attached to the exterior of the building additions. 2. Existing parking counts must be verified and updated in the plan set. 3. Plans show a total of 342 parking spaces. Those plans must be updated to show a total of 346 parking spaces. 4. Parking layout must be modified so that parking spaces do not encroach farther into the southern side yard parking setback than the existing parking area. 5. Screening of rooftop mechanical equipment must be shown on plans prior to the issuance of a building permit. 207 FORESTRY: 1. Final landscaping plans must be approved by the city’s environmental resource specialist. 2. All plantings must meet city diversity requirements. No more than 30% of the trees can be from one family, no more than 20% from the same genus, and no more than 10% of the same species. 3. City code section 18-61(d)(2) states that a tree survey shall include the species, DHB size, condition identified as poor, fair, or good, and location of all trees over five inches in diameter and any damaged or diseased tree. As submitted, the tree invent ory only provides species and DBH inches but omits the current tree condition. City staff will not require the current condition of all trees noted in the inventory, but requests that the existing tree condition be provided for any existing trees that will not be removed, but which are adjacent to planned tree removals or other construction activity. 4. Applicant must include location of the tree preservation fencing on the plan set. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 5. All trees must be planted on private property outside of the city’s right -of-way. 6. If, through construction, existing buffer plantings are killed, additional plantings will be required in order to maintain compliance with City Code Section 20-1176. 7. The existing tree survey shall be updated to show which trees are marked for preservation and which trees are marked for removal. 8. There is a note on the plans dated February 13, 2026 that evergreens were not included in canopy coverage calculations, please update the canopy coverage calculations to include evergreens. 9. Current buffer yard calculations do not include the buffer yard multiplier which decreases the required number of trees and shrubs if there is a wider buffer. Applicant should reach out to city staff for feedback specific to each buffer yard. 10. The Heritage Shade Tree Ordinance was passed on February 9, 2026 which includes tree replacement requirements for healthy mature trees of certain species over 25” dbh. Tree replacement requirements will be determined once tree survey is updated noting the tree removals. 11. If trees marked for removal fall under the city’s definition of a Heritage Tree, there will be additional replacement requirements. 12. City staff recommends the following amendments be made to the site landscape plan general notes listed on pages: L2.0, L2.1, L2.2, L2.3: a. It is recommended that mulch depth does not exceed 4” b. It is not recommended to only use soil amendments in planting holes as this creates a “pot” for the roots and they typically struggle to spread into the surrounding native soil. Backfilling with native soil is recommended. c. It is recommended that the mulch be pulled away about 3” from the base of the tree as to not be in contact with the tree. 208 ENGINEERING & WATER RESOURCES: 1. The applicant and their design Engineer shall work with City staff in amending the plans, dated February 13, 2026, prepared by VAA, to fully satisfy plan comments and concerns. Final construction plans will be subject to review and approval by staff. 2. The applicant shall confirm filtration treatment volume provided onsite and verify that all stormwater design aspects match as modeled in HydroCAD and MIDS, presented in the stormwater management report body and appendices, and shown on the plans. Items found with discrepancies included storage surface area and volumes, impervious within drainage area, surface soil conditions, and resulting discharge rates. The applicant shall also analyze and confirm offsite drainage boundaries that lead to the site. The applicant shall submit verification that rate control requirements are met prior to issuance of building permits. 3. The applicant shall provide explanation of treatment methods utilized in MIDS modeling or revise the model parameters to align with site conditions and verify compliance with water quality requirements prior to issuance of building permits. 4. Soil testing shall be required during construction to confirm underlying soil conditions are present at the basin locations, since initial soil borings are not located within basin footprints. 5. It is the applicant’s responsibility to ensure that permits are received from all other applicable agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, MCWD Watershed District, Board of Water and Soil Resources, MDH, MPCA, etc.). The applicant shall submit verification that all applicable permits have been secured prior to the issuance of building permits. 6. The applicant shall provide final versions of hydrologic and hydraulic (H&H) and water quality modelling with the building permit submittal. 7. The applicant shall develop a maintenance plan for the onsite stormwater system. A n operations and maintenance agreement shall be recorded prior to the issuance of building permits. 8. The applicant shall provide storm sewer drainage maps and storm sewer sizing calculations to satisfy final plan comments and concerns. BUILDING: 1. A building permit must be obtained before beginning any construction. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota and plans must be submitted to the State of Minnesota for plan review, state approved plans must be submitted with building permit application. 3. The building is required to have automatic fire extinguishing systems. 209 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Minnetonka Independent School District 276 – Planning Case No. 2026- 04, Minnetonka Middle School West Addition, for a site plan review. On March 17, 2026, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Minnetonka Independent School District 276 for a public middle school addition. The Planning Commission conducted a public hearing on the proposed development, preceded by a published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and recommended approval of the requested site plan review based upon the city ordinances in effect at the time. On April 13, 2026, the Chanhassen City Council met at its scheduled meeting to consider the application referenced above and based upon the ordinances currently in place the City Council makes the following: FINDINGS OF FACT 1. The property is currently zoned Office & Institutional (OI). 2. The property is guided in the Land Use Plan for Public and Semi-Public Uses. 3. The legal description of the property is described in Exhibit A. SITE PLAN REVIEW FINDINGS 1. The Applicant has requested approval of the site plan dated February 13, 2026, prepared by ATSR and VAA Consultants. 2. The zoning ordinance directs the City to consider nine possible adverse effects of the proposed site plan. The nine effects and our findings regarding them are: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. Finding: The site plan is consistent with the 2040 Comprehensive plans and other relevant development guides. b) Is consistent with the site plan review requirements. Finding: The site plan is consistent with the site plan review requirements. 210 2 c) Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas. Finding: The proposed design minimizes tree removals and grading to keep with the appearance of surrounding areas. d) Creation of a harmonious relationship of buildings and open spaces with natural site features and with existing and future buildings having a visual relationship to the development. Finding: The proposed design creates a harmonious relationship between the existing building, the proposed additions, the outdoor recreational area, and the natural areas. e) Creates a functional and harmonious design for structures and site features, with special attention to the following: i. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; ii. The amount and location of open space and landscaping; iii. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and iv. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed site plan does create an internal sense of order for the buildings and uses on the site through the balance of landscaping, material applications, and improved circulation for pedestrians and vehicles. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The site plan as proposed does protect adjacent and neighboring properties for surface water drainage, sound and sight buffers, preservation of views, light and air that could have substantial effects on neighboring land uses. 211 3 g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and standards of the HC districts. Finding: The proposed site plan is not within the Highway Corridor District. h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent and standards of the BCO district. Finding: The proposed site plan is not within the Bluff Creek Overlay District. i) Maintain an acceptable road system level of service. Finding: The proposed site plan maintains an acceptable road system level of service. The proposed site additions and alterations will not result in additional school enrollment or staff or increase traffic volumes. Approval of this site plan is contingent upon the conditions listed in the staff report #26-04 dated April 8, 2026, prepared by Rachel Jeske et al. 3. The planning report #2026-04 dated April 8, 2026, prepared by Rachel Jeske et al, is incorporated herein. 212 4 DECISION The City Council approves the proposed site plan based on the findings of fact included herein, and subject to the conditions of the staff report. ADOPTED by the Chanhassen City Council this 13th day of April, 2026. CHANHASSEN CITY COUNCIL BY:___________________________________ Its Mayor BY:___________________________________ Its City Manager 213 5 Exhibit A The Southwest Quarter (SW ¼) of the Northwest Quarter (NW ¼) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U.S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400, and that part thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Block 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded in the office of Register of Deeds of Carver County, Minnesota, in Block 33 of Deeds, page 25. Also that part of Lot E, Bardwell Acres, not conveyed by said deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32. 214 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES MARCH 17, 2026 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Vice Chair Steve Jobe, Jeremy Rosengren, Ryan Soller, Mike Olmstead, Dave Grover, and Katie Trevena. MEMBERS ABSENT: None. STAFF PRESENT: Rachel Jeske, Planner; and Eric Maass, Community Development Director. PUBLIC PRESENT: Ron Spoden ATSR Paul Bourgeois Minnetonka School District PUBLIC HEARINGS: 1. Consider Recommendation for Site Plan Approval for Minnetonka Middle School West Facility Additions (#26-04) Planner Rachel Jeske reviewed the development location and noted that the current zoning designation was office & institutional, and the land use in the 2040 Land Use Plan is public/semi-public. She summarized the completed communication, including a proposed development sign placed on the property, a neighborhood meeting, an email sent to the proposed development group, postcards sent to nearby properties, and a public hearing notice posted in the Sun Sailor. She explained the city’s discretion in approving or denying a site plan. She summarized the site plan and explained the proposed classroom additions, gymnasium addition, and athletic facilities. She reviewed the landscaping and the mechanical equipment screening for the site plan. She summarized the parking spaces required for the building. She provided an overview of the existing grading and drainage conditions for the property and explained the proposed two surface filtration basins and one sand filtration section located under the turf field. Commissioner Jobe asked if they were losing parking spaces based on the setback requirements. Ms. Jeske confirmed this information but clarified that they would be required to relocate them elsewhere on the property. Paul Bourgeois, Minnetonka School District, thanked the staff for considering the proposal. He noted that the Facilities Task Force provided recommendations that they were hoping to implement. They were open to modifications if necessary. Chairman Noyes opened the public hearing. There were no public comments. 215 Planning Commission Minutes – March 17, 2026 2 Chairman Noyes closed the public hearing. Commissioner Olmstead moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends approval of the requested site plan for building additions and site alterations to Minnetonka Middle School West, subject to the conditions listed in the staff report, and adopts the Findings of Fact and Recommendation. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MARCH 3, 2026 Commissioner Trevena moved, Commissioner Grover seconded to approve the Chanhassen Planning Commission summary minutes dated March 3, 2026, as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. CITY COUNCIL ACTION UPDATE: Community Development Director Eric Maass told the commissioners that the 2050 Comprehensive Plan Request for Proposals was currently out for review and consideration by private consulting firms. The city has received questions from consulting firms asking questions about the request for proposal. He will provide additional information when possible. The plan is to hire a firm through the request for proposal by May. He also stated the Avienda development team would provide an update to the City Council on Monday, March 23. ADJOURNMENT: Commissioner Soller moved, Commissioner Trevena seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 6:15 p.m. Submitted by Eric Maass Community Development Director 216 City Council Item April 13, 2026 Item Approve The Civic Campus Outdoor Site Furnishing Quote with Landscape Forms, Inc in the amount of $103,908.62 File No.Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the recommended quote to Landscape Forms, Inc in the amount of $103,908.62 for site furnishings for Phase II of the Civic Campus project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND The Civic Campus Phase II Construction is projected to be completed by July 1, 2026. The City of Chanhassen’s Civic Campus redevelopment is designed to create a vibrant, family-friendly, and accessible community space in downtown Chanhassen. The splashpad, playground, pickleball courts, music performance stage, park building and all other park amenities will add to the appeal of this marquee project. Outdoor site furnishings are a key part of both function and identity. The variety of site furnishings support recreation, community events, and everyday use. The list below is a summary of the quote from Landscapeforms. Core Outdoor Site Furnishings 217 10 - 72" length benches (back & backless) 17 - Tables 48- Chairs 2 - Umbrellas for tables 6 - Bike racks DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Landscape Forms Inc Quotation 023-039 Site Furnishings FINAL MARCH 2026 UPDATE 218 Quote CORPORATE 7800 E. Michigan Avenue Kalamazoo, MI 49048-9543 P: 800.521.2546 F: 269.381.3455 www.landscapeforms.com Federal I.D.# 38-1897577 FSC# PBN-COC-001261 Date:03/25/2026 LF Quote#:0000460069 PO#: Project:Chanhassen Civic Campus - LF Bill To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317-0147 Ship To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd Chanhassen, MN 55317-0147 Ship To Contact Phone: Ship Via: Common Carrier F.O.B.: Destination Page: 1 of 6 Cust #:PB6U6 SSR:Mike Konieczny Rep:Mike Konieczny, MN2 Purchaser Seller Qty Description Unit Price Total Price Bill of Lading Instructions: DELIVERY APPT REQUIRED PLEASE CONTACT Jerry Ruegemer @ 612-384-7275 or Adam Beers @ 763-639-4944. CONTRACT: OMNIA #07-100 When ordering please con®rm: Shipping address and contact information (name and ph#)· Billing address and contact information· Is your ﬁrm or the project tax exempt? If so, exemption certiﬁcate must accompany order· Delivery schedule:· ___Ship immediately upon completion OR Ship On/After the date:_____ PARK 8 $ 1,977.75 $ 15,822.00 Parc Vue Bench Length:72" length Style:Backed Mounting:Surface Mount Arm Divider Option:End Arms Powdercoat Color:Titanium Metallic 2 $ 1,608.57 $ 3,217.14 Parc Vue Bench Length:72" length Style:Backless Mounting:Surface Mount Arm Divider Option:None Powdercoat Color:Titanium Metallic 6 $ 615.30 $ 3,691.80 Ride Bike Rack 219 Quote CORPORATE 7800 E. Michigan Avenue Kalamazoo, MI 49048-9543 P: 800.521.2546 F: 269.381.3455 www.landscapeforms.com Federal I.D.# 38-1897577 FSC# PBN-COC-001261 Date:03/25/2026 LF Quote#:0000460069 PO#: Project:Chanhassen Civic Campus - LF Bill To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317-0147 Ship To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd Chanhassen, MN 55317-0147 Ship To Contact Phone: Ship Via: Common Carrier F.O.B.: Destination Page: 2 of 6 Cust #:PB6U6 SSR:Mike Konieczny Rep:Mike Konieczny, MN2 Purchaser Seller Qty Description Unit Price Total Price Mounting:Surface Mount Powdercoat Color:Titanium Metallic PAVILLION 1 $ 7,489.08 $ 7,489.08 GO OutdoorTable Model:SH (Standing Height) Power Option:NN (No Power) Powdercoat Color:Titanium Metallic Mounting Option:Surface Mount 8 $ 659.25 $ 5,274.00 Verona Chair Style:Perforated Arm Option:Yes Height:Bar Height * Powdercoat Color:Titanium Metallic NOTE:* Modi®ed product subject to extended lead-times 10 $ 1,362.45 $ 13,624.50 Tables Top Style:Catena Powdercoated - Solid Size:36" Dia. Umbrella Hole:No Support/Mounting:Catena - Freestanding Table Top Color:Titanium Metallic Support Color:Titanium Metallic 40 $ 474.66 $ 18,986.40 Verona Chair Style:Perforated Arm Option:Yes 220 Quote CORPORATE 7800 E. Michigan Avenue Kalamazoo, MI 49048-9543 P: 800.521.2546 F: 269.381.3455 www.landscapeforms.com Federal I.D.# 38-1897577 FSC# PBN-COC-001261 Date:03/25/2026 LF Quote#:0000460069 PO#: Project:Chanhassen Civic Campus - LF Bill To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317-0147 Ship To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd Chanhassen, MN 55317-0147 Ship To Contact Phone: Ship Via: Common Carrier F.O.B.: Destination Page: 3 of 6 Cust #:PB6U6 SSR:Mike Konieczny Rep:Mike Konieczny, MN2 Purchaser Seller Qty Description Unit Price Total Price Height:Standard Height Powdercoat Color:Titanium Metallic Standard Features:Stackable MALL 4 $ 3,243.51 $ 12,974.04 Carousel Table Height:Dining Height Number of Seats:5 Seat Seat Style:Backless Grid Mounting:Surface Mount Table Top Style:Steelhead w/Perforated Insert Table Shape:Round Table Size:42" Umbrella Hole:Without Hole Seat Color:Matte Black Support Color:Matte Black Table Top Color:Matte Black PICKLEBALL 2 $ 3,243.51 $ 6,487.02 Carousel Table Height:Dining Height Number of Seats:5 Seat Seat Style:Backless Grid Mounting:Surface Mount Table Top Style:Steelhead w/Perforated Insert Table Shape:Round Table Size:42" Umbrella Hole:With Hole Seat Color:Matte Black 221 Quote CORPORATE 7800 E. Michigan Avenue Kalamazoo, MI 49048-9543 P: 800.521.2546 F: 269.381.3455 www.landscapeforms.com Federal I.D.# 38-1897577 FSC# PBN-COC-001261 Date:03/25/2026 LF Quote#:0000460069 PO#: Project:Chanhassen Civic Campus - LF Bill To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317-0147 Ship To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd Chanhassen, MN 55317-0147 Ship To Contact Phone: Ship Via: Common Carrier F.O.B.: Destination Page: 4 of 6 Cust #:PB6U6 SSR:Mike Konieczny Rep:Mike Konieczny, MN2 Purchaser Seller Qty Description Unit Price Total Price Support Color:Matte Black Table Top Color:Matte Black 2 $ 3,586.32 $ 7,172.64 Stretch Umbrella Size:78" Square Canopy Style:Solid Mounting Option:Table Mount Options:None Available Canopy Powdercoat Color:Matte Black Pole Powdercoat Color:Matte Black Stand Powdercoat Color:Not Applicable Item Total $ 94,738.62 Shipping & Handling $ 9,170.00 Sub Total $ 103,908.62 Estimated Tax $ 0.00 Document Total $ 103,908.62 Payment Terms: NET 30 - PENDING CRED APPROVAL Landscape Forms, Inc. reserves the right to change payment terms based on payment history as well as information obtained from commercial credit reporting agencies. •Purchaser is responsible for conﬁrming options, materials, quantities, etc., for completeness and conformity to plans and speciﬁcations. •Changes to or cancellations of standard product orders may incur a penalty charge of 30% or more. •Orders including modiﬁed or custom product (Specials and/or Studio 431) may not be cancelled. If an order is terminated by the customer, payment in full is expected for the product subtotal regardless of current project status. 222 Quote CORPORATE 7800 E. Michigan Avenue Kalamazoo, MI 49048-9543 P: 800.521.2546 F: 269.381.3455 www.landscapeforms.com Federal I.D.# 38-1897577 FSC# PBN-COC-001261 Date:03/25/2026 LF Quote#:0000460069 PO#: Project:Chanhassen Civic Campus - LF Bill To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317-0147 Ship To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd Chanhassen, MN 55317-0147 Ship To Contact Phone: Ship Via: Common Carrier F.O.B.: Destination Page: 5 of 6 Cust #:PB6U6 SSR:Mike Konieczny Rep:Mike Konieczny, MN2 Purchaser Seller •Orders including modiﬁed or custom product (Specials, Structure and/or Studio 431) are subject to price increase after engineering/ product development is complete and approved by the customer. Modiﬁcations in price will be handled via change order. •All manufacturing of product, as engineered and/or designed by Landscape Forms, shall be performed exclusively by Landscape Forms or its expressly authorized afﬁliates or subcontractors. Customer shall not engage any third party for the manufacture of said Product without the prior written consent of Landscape Forms. •All orders that include a swing product must include an executed liability waiver to be accepted and entered into production. •Only the Material Supplier Standard Limited Warranty shall apply to all product sold by Landscape Forms. No other warranties or changes to the standard warranty will be applied or accepted. •No merchandise can be returned without authorization from Landscape Forms. Returns may be subject to a disposition fee of 30-100%. •Prices based on quantities shown and quantity changes may affect price. •QUOTED prices are held for 60 days. After receipt of a written ORDER, prices will be held for up to twelve months from receipt of the order. Changes in quantity or speciﬁcation may affect pricing. Upﬁt and Scenic pricing will only be held for six months after receipt of a written order. •Pricing includes selection from our standard color palette. Optional colors and custom color matches are available for an additional fee and will extend lead-time. Please contact our corporate ofﬁce for more information. •Fixtures for custom products are the property of Landscape Forms, Inc., and are not available for sale. •Landscape Forms is a supplier only and ships via common carrier. Customer is responsible for ofﬂoading and installing unless otherwise indicated above. •Handling fees alone will apply on third party and customer pick-up orders. •Mounting hardware is only available on a limited number of products. Please consult the installation recommendations or contact our corporate ofﬁce to conﬁrm. In the event hardware is provided, it MUST be used for proper installation. •Refer to Care and Maintenance guidelines for more detailed information and instructions. •All orders ship upon completion of fabrication. A one-week grace period may be available, after which storage fees will apply. •This Agreement contains the entire understanding between the parties. All prior communications are merged into this Agreement. The terms of this Agreement shall control any conﬂict between documents. •This Agreement may be signed by the parties separately and by facsimile, and together they shall be deemed one binding, original Agreement. •Purchaser shall pay all costs and expenses paid or incurred by Landscape Forms, Inc. in collecting any amounts due for goods purchased by Purchaser, including without limitation, reasonable attorneys' fees and collection costs. Balances on invoices not paid within 30 days of date of invoice, or within an alternate period of time as determined and indicated by Landscape Forms, shall incur interest at a rate of 18% per annum. Cash discounts are not offered. •The quoted price may include estimated tax, duties and tariffs. Actual tax, duties and tariffs shall be purchaser’s responsibility and may be added to an invoice as a separate and additional charge to purchaser unless an acceptable exemption certiﬁcate is presented. 223 Quote CORPORATE 7800 E. Michigan Avenue Kalamazoo, MI 49048-9543 P: 800.521.2546 F: 269.381.3455 www.landscapeforms.com Federal I.D.# 38-1897577 FSC# PBN-COC-001261 Date:03/25/2026 LF Quote#:0000460069 PO#: Project:Chanhassen Civic Campus - LF Bill To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd PO BOX 147 Chanhassen, MN 55317-0147 Ship To:City of Chanhassen ATTN: Kim Hiivala 7700 Market Blvd Chanhassen, MN 55317-0147 Ship To Contact Phone: Ship Via: Common Carrier F.O.B.: Destination Page: 6 of 6 Cust #:PB6U6 SSR:Mike Konieczny Rep:Mike Konieczny, MN2 Purchaser Seller •To the extent purchaser supplies or modiﬁes the standard speciﬁcations for any products, Landscape Forms, Inc. expressly disclaims all representations and warranties related to such products or their design whether express or implied except that the products shall be manufactured in accordance with purchaser's speciﬁcations. •REMITTANCE OPTIONS: For information on paying via credit card, ACH, direct bank transfer, or wire please email us at AR@landscapeforms.com. Please note all credit card charges will be subject to a 3% surcharge. Mail payments to: USD Checks Landscape Forms, Inc. Dept 78073 PO Box 78000 Detroit, MI 48278-0073 USA CAD Cheques Landscape Forms, Inc. PO Box 2408 Station A Toronto, Ontario M5W 2K6 CAN 224 12.5'5'11.4' 1' X X X X X X X X X X X X X XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PROPOSED CITY HALL FFE 982.5 X X BMP-01 BOTTOM: 979.80' HWL: 980.10' EOF: 981.62' BMP-02 BOTTOM: 990.50' HWL: 991.60' EOF: 991.50' BMP-03 BOTTOM: 992.00' HWL: 992.60' EOF: 992.20' UP DN UP DN DN DN UP DN G G G G G G GGG G G G G G G GG G G G GG G G G G g g g g g g g J B I I I I I I I I I I IIIIIIIIII UE UE UE UE UE UE UE UE UE WATERTRONICS WATERTRONICS >> >>>>>>>>>>>>>>>>>> >> >> ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ► ►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► >> >> >> >> >> g g g g g g g g g g g G 78TH MA R K E T KE R B E R CHAN VIEW FIRESTATION © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS CERTIFICATION 209 South LaSalle Street The Rookery Suite 920 Chicago, IL 60604 312.279.0470 www.bkvgroup.com Architecture Interior Design Landscape Architecture Engineering Signature Registration No. Date I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com BASE BID EXHIBIT 05/14/2024 CONFORMED SET 8 0 SCALE: 1" = 30'-0" 60'15'20' PLANT MATERIAL KEY PARKING/STREET LIGHT PEDESTRIAN AREA LIGHT BOLLARD LIGHT BOLLARD - NO LIGHT TREE UP LIGHT GFCI SURFACING KEY: CONCRETE WALK CONCRETE WALK - HEATED CONCRETE WALK - SPECIAL A BITUMINOUS PAVEMENT POUR IN PLACE PLAY SURFACING DECOMPOSED GRANITE WALK PLANTING BED BITUMINOUS COURT ROCK MULCH - SEE DETAILS SOD CIP WALL, SEE PLAN DETAIL ELECTRICAL KEY BOULDERS BENCH BENCH BACKLES SWING BENCH TWIG BENCH SPORT COURT SEATING W/OPTIONAL UMBRELLA 30" ROUND TABLE W/(4) CHAIRS PLANTER BIKE LOOP BIKE REPAIR DRINKING FOUNTAIN LITTER/RECYCLE RECEPTACLES SITE FURNISHINGS KEY LAWN LA R E D O SITE FURNISHINGS 3.1.26 AMENITIES B A C (1) Bike Fixit Station - Dero (1) Drinking Fountain with bottle fi ller - MostDependable (1) Library Book Drop - American Security Cabinets- increased size D (1) Gas Round Fire Feature - QCP E (2) Swing Bench - Loll at play/mall area SITE FEATURES IN BID AB C D EE F (1) Skate Park Shade Structure F F G Skate deterrents on low walls (5) One-sided Kiosk (1) One-sided Kiosk with stone base 3 Leaf sign: set of three leafs 3 VERIFY WITH KA IF CAN BE RESTOCKED - CREDIT? CITY DOES NOT WANT DELETED FROM PROJECT DELETED FROM PROJECT 22 5 12.5'5'11.4' 1' X X X X X X X X X X X X X XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PROPOSED CITY HALL FFE 982.5 X X BMP-01 BOTTOM: 979.80' HWL: 980.10' EOF: 981.62' BMP-02 BOTTOM: 990.50' HWL: 991.60' EOF: 991.50' BMP-03 BOTTOM: 992.00' HWL: 992.60' EOF: 992.20' UP DN UP DN DN DN UP DN G G G G G G GGG G G G G G G GG G G G GG G G G G g g g g g g g J B I I I I I I I I I I IIIIIIIIII UE UE UE UE UE UE UE UE UE WATERTRONICS WATERTRONICS >> >>>>>>>>>>>>>>>>>> >> >> ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ► ►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► >> >> >> >> >> g g g g g g g g g g g G 78TH MA R K E T KE R B E R CHAN VIEW FIRESTATION © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS CERTIFICATION 209 South LaSalle Street The Rookery Suite 920 Chicago, IL 60604 312.279.0470 www.bkvgroup.com Architecture Interior Design Landscape Architecture Engineering Signature Registration No. Date I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com BASE BID EXHIBIT 05/14/2024 CONFORMED SET 8 0 SCALE: 1" = 30'-0" 60'15'20' PLANT MATERIAL KEY PARKING/STREET LIGHT PEDESTRIAN AREA LIGHT BOLLARD LIGHT BOLLARD - NO LIGHT TREE UP LIGHT GFCI SURFACING KEY: CONCRETE WALK CONCRETE WALK - HEATED CONCRETE WALK - SPECIAL A BITUMINOUS PAVEMENT POUR IN PLACE PLAY SURFACING DECOMPOSED GRANITE WALK PLANTING BED BITUMINOUS COURT ROCK MULCH - SEE DETAILS SOD CIP WALL, SEE PLAN DETAIL ELECTRICAL KEY BOULDERS BENCH BENCH BACKLES SWING BENCH TWIG BENCH SPORT COURT SEATING W/OPTIONAL UMBRELLA 30" ROUND TABLE W/(4) CHAIRS PLANTER BIKE LOOP BIKE REPAIR DRINKING FOUNTAIN LITTER/RECYCLE RECEPTACLES SITE FURNISHINGS KEY LAWN LA R E D O SITE FURNISHINGS 3.1.26 BASIC PARK SITE FEATURES: BENCH, BIKE RACK, , PICNIC TABLES A (8) Parc view Bench with Arms (2) Park view backless bences w/arms B (6) Bike Racks 3 at 2 locations - Landscape Forms - TITANIUM (2) Aluminum Shade for picnic table - Landscape Forms- BLACK OR TITANIUM? (2) Round picnic - 5seat ADA gap, - Landscape Forms Perforated table top, wire seats - at pickleball- BLACK A A A A A A A A B B D e D D e e 4D (4) Round Picnic - 5 seat ADA, - Landscape Forms at mall - BLACK D A backless backless A OWNER TO INSTALL 3 MEMORIAL PLAQUE ON THESE BENCHES 22 6 12.5'5'11.4' 1' X X X X X X X X X X X X X XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PROPOSED CITY HALL FFE 982.5 X X BMP-01 BOTTOM: 979.80' HWL: 980.10' EOF: 981.62' BMP-02 BOTTOM: 990.50' HWL: 991.60' EOF: 991.50' BMP-03 BOTTOM: 992.00' HWL: 992.60' EOF: 992.20' UP DN UP DN DN DN UP DN G G G G G G GGG G G G G G G GG G G G GG G G G G g g g g g g g J B I I I I I I I I I I IIIIIIIIII UE UE UE UE UE UE UE UE UE WATERTRONICS WATERTRONICS >> >>>>>>>>>>>>>>>>>> >> >> ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ►► ►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► ►► ►► ►► ► ►►► ►► ►► ►► ►► ►► ►► ►► ►► ►► >> >> >> >> >> g g g g g g g g g g g G 78TH MA R K E T KE R B E R CHAN VIEW FIRESTATION © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS CERTIFICATION 209 South LaSalle Street The Rookery Suite 920 Chicago, IL 60604 312.279.0470 www.bkvgroup.com Architecture Interior Design Landscape Architecture Engineering Signature Registration No. Date I hereby ceritfy that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com BASE BID EXHIBIT 05/14/2024 CONFORMED SET 8 0 SCALE: 1" = 30'-0" 60'15'20' PLANT MATERIAL KEY PARKING/STREET LIGHT PEDESTRIAN AREA LIGHT BOLLARD LIGHT BOLLARD - NO LIGHT TREE UP LIGHT GFCI SURFACING KEY: CONCRETE WALK CONCRETE WALK - HEATED CONCRETE WALK - SPECIAL A BITUMINOUS PAVEMENT POUR IN PLACE PLAY SURFACING DECOMPOSED GRANITE WALK PLANTING BED BITUMINOUS COURT ROCK MULCH - SEE DETAILS SOD CIP WALL, SEE PLAN DETAIL ELECTRICAL KEY BOULDERS BENCH BENCH BACKLES SWING BENCH TWIG BENCH SPORT COURT SEATING W/OPTIONAL UMBRELLA 30" ROUND TABLE W/(4) CHAIRS PLANTER BIKE LOOP BIKE REPAIR DRINKING FOUNTAIN LITTER/RECYCLE RECEPTACLES SITE FURNISHINGS KEY LAWN LA R E D O SITE FURNISHINGS 3.1.26 SEATING A B F (1) Bar Height Table - TITANIUM (8) Bar Height Stools - TITANIUM (10) Cafe 36” table - TITANIUM (40) Cafe Armless Chairs -TITANIUM PAVILION SITE FEATURES: HIGHTOP/CHAIRS, MOVEABLE TABLES/CHAIRS AT STAGE AND PLAY OVER LOOK A 8B 32G8F G 2F 8G Finishes & Materials Fog Sage Blue Ash Dusk Matte BlackObsidian Terra Nutmeg Onyx Loll Leaf Green ForestMoss Loll Navy Blue Clay MangoLemon Chili Loll Apple Red Silver Metallic Gloss Black Gloss White Steel MetallicMercury Metallic Bronze Metallic Titanium Metallic Vivid Series - Powdercoated Metal*(Fine Texture) Neutral Series - Powdercoated Metal* Architectural Series - Powdercoated Metal*(Fine Texture) METAL PAINT COLOR OPTIONS T d Metal (Fine Textur Benches, tables, chairs - titanium metallic cafe tables with attached chairs - matt or gloss black? umbrella black? might be less hot as titanium? Notes: $100 each fee to add cable or surface mount features OMNIA/NCPA contract will saves roughly 13% Verona matching stool, perforated with arms not stackable stool $510 LF-Verona Steel chair, perforated, with arms, stackable $490 21 lbs TABLE: Steel Cantena 36” round $1490 for 36” 22 7 City Council Item April 13, 2026 Item Approve Construction Services Scope Amendment to the Professional Services Agreement with Short Elliot Hendrickson Inc (SEH) for the Lake Ann Park Preserve project File No.Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By SUGGESTED ACTION City Council Approves Amendment to the Professional Services Agreement with Short Elliot Hendrickson Inc (SEH) in the amount of $90,500 for the Lake Ann Park Preserve project Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND DISCUSSION The initial scope and fee prepared for construction administration services assumed construction of the boardwalks would occur over the winter of 2024 and the remaining project components such as the trails, parking lot, and stormwater BMPs would begin in the spring of 2024 and be substantially completed in the fall of 2024. During this time, the State Historic Preservation Office (SHPO) completed their review of the Phase I completed by the 106 Group and determined that a Phase II study and report would be required before any additional work beyond the boardwalks could occur. 228 Scope Amendment 1 was to allow the 106 Group to complete the required Phase II. That work did not occur until the spring/summer of 2025. SHPO concluded in the fall of 2025 that the parking lot work and the east-west trail alignment were not going to impact any significant archaeological sites, but that the trail segment from Boardwalk A was significant and would need mitigation. Scope Amendment 1 included time for the 106 Group to complete their Phase II work, but did not include time after that work was completed to hold several meetings and debriefs with the City and 106 Group. The time for these additional meetings and coordination is requested in Amendment 2. The city directed SEH to separate the completed trail and parking lot plan set into a new bidding set that contained only the east-west trail and parking lot and removed the trail segment that connects to Boardwalk A. Separating the bid documents was a significant effort that was not included in the original scope of work. The original scope of work included construction administration over two construction contracts that were to occur over the same period of time, which was both savings of time and expenses. However, since the second contract is separated by two years and the trail/parking lot work is not being completed concurrently with the boardwalks, that efficiency no longer exists. The original fee was based on staff rates and expenses in 2024 and the fee needs to be updated to 2026 and 2027 rates. Extended Contract Term The original Professional Services Agreement had a completion date of June 30, 2025. This current contract needs to be extended. It is recommended to extend to September 1, 2027 to allow time for closing out the construction contract and providing as-builts. Amended Fees & Billing This amendment letter describes how we will provide these services for an additional not-to-exceed fee of $90,500. Task 1 Project Management • Creating new bid documents for only the east-west trail and parking lot = $20,000 • Project management to extend the contract from June 2025 – September 2027 = $20,000 Task 2 Archaeological Investigation • Additional meetings and coordination for SEH = $6,000 Task 3 Construction Staking • Remobilization and fee increase since 2024 = $4,000 Task 4 Construction Observation and Admin • Separate/non-concurrent contract and fee increase since 2024 = $40,000 Task 5 Materials Testing • Fee increase since 2004 = $500 BUDGET RECOMMENDATION 229 ATTACHMENTS Chan-LakeAnnArch-ScopeAmendment2-040626update Amendment to Professional Service Agreement SEH 230 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10650 Red Circle Drive, Suite 500, Minnetonka, MN 55343-9229 952.912.2600 | 800.734.6757 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer SCOPE AMENDMENT 2 April 6, 2026 RE: City of Chanhassen Lake Ann Park Preserve Construction Services Scope Amendment SEH No. CHAPR 177499 Jerry Ruegemer Park and Recreation Director 7700 Market Boulevard Chanhassen, MN 55317 jruegemer@chanhassenmn.gov Dear Jerry: Short Elliott Hendrickson Inc. (SEH®) appreciates the opportunity to submit an amendment to the Professional Services Agreement between the City of Chanhassen and SEH dated February 12, 2024 for the Lake Ann Park Preserve Boardwalk and Trail project. Scope Amendment The initial scope and fee prepared for construction administration services assumed construction of the boardwalks would occur over the winter of 2024 and the remaining project components such as the trails, parking lot, and stormwater BMPs would begin in the spring of 2024 and be substantially completed in the fall of 2024. During this time, the State Historic Preservation Office (SHPO) completed their review of the Phase I completed by the 106 Group and determined that a Phase II study and report would be required before any additional work beyond the boardwalks could occur. Scope Amendment 1 was to allow the 106 Group to complete the required Phase II. That work did not occur until the spring/summer of 2025. SHPO concluded in the fall of 2025 that the parking lot work and the east-west trail alignment were not going to impact any significant archaeological sites, but that the trail segment from Boardwalk A was significant and would need mitigation. Scope Amendment 1 included time for the 106 Group to complete their Phase II work, but did not include time after that work was completed to hold several meetings and debriefs with the City and 106 Group. The time for these additional meetings and coordination is requested in Amendment 2. The City directed SEH to separate the completed trail and parking lot planset into a new bidding set that contained only the east-west trail and parking lot and removed the trail segment that connects to Boardwalk A. Separating the bid documents was a significant effort that was not included in the original scope of work. The original scope of work included construction administration over two construction contracts that were to occur over the same period of time, which was both savings of time and expenses. However, since the second contract is separated by two years and the trail/parking lot work is not being completed concurrently with the boardwalks, that efficiency no longer exists. 231 Jerry Ruegemer April 6, 2026 Page 2 The original fee was based on staff rates and expenses in 2024 and the fee needs to be updated to 2026 and 2027 rates. Extended Contract Term The original Professional Services Agreement had a completion date of June 30, 2025. This current contract needs to be extended. It is recommended to extend to September 1, 2027 to allow time for closing out the construction contract and providing as-builts. Amended Fees & Billing This amendment letter describes how we will provide these services for an additional not-to-exceed fee of $90,500. Task 1 Project Management • Creating new bid documents for only the east-west trail and parking lot = $20,000 • Project management to extend the contract from June 2025 – September 2027 = $20,000 Task 2 Archaeological Investigation • Additional meetings and coordination for SEH = $6,000 Task 3 Construction Staking • Remobilization and fee increase since 2024 = $4,000 Task 4 Construction Observation and Admin • Separate/non-concurrent contract and fee increase since 2024 = $40,000 Task 5 Materials Testing • Fee increase since 2004 = $500 Pursuant to the Professional Services Agreement between the City of Chanhassen and SEH dated February 12, 2024, we will bill the City monthly for reimbursable expenses and on an hourly basis for labor. Any additional tasks added to or deleted from this project shall be by written amendment to the contract and signed by both parties. Feel free to contact me at 952-912-2610 or at jdesrude@sehinc.com if you have any questions regarding any of the above-mentioned information. Sincerely, SHORT ELLIOTT HENDRICKSON INC. Jen Desrude, PE (Lic. MN) Project Manager Toby Muse, PE (Lic. MN) Principal 232 Jerry Ruegemer April 6, 2026 Page 3 x:\fj\h\hoisi\171884\1-genl\10-setup-cont\02-contract\construction-materials-archeological\amendment\chan-lakeannarch-scopeamendment2-040626update.docx Accepted on this ___day of________________, 2026 City of Chanhassen, Minnesota By: _________________________________ Name _________________________________ Title 233 238933v1 1 AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT THIS AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT (“Amendment”) made this _____ day of __________, 20___, by and between the CITY OF CHANHASSSEN, a Minnesota municipal corporation ("City") and SHORT-ELLIOTT-HENDRICKSON, INCORPORATED, a Minnesota corporation ("SEH"). RECITALS A. The parties entered into a Professional Services Agreement dated February 12, 2024 (“Agreement”), for archeological investigation, construction staking, construction administration and observation , and materials testing for the boardwalk, trail and parking lot project that were bid as two separate construction projects. B. The parties amended the Agreement by letter agreement dated October 1, 2024. C. The parties desire to amend the Agreement further to address additional work to separate the completed trail and parking lot plan set into a new bidding set that contained only the east-west trail and parking lot and remove the trail segment that connects to Boardwalk A. IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE PARTIES AGREE AS FOLLOWS: 1. Amendment to Paragraph 2 of the Agreement. Paragraph 2 of the Agreement is amended to add SEH’s Scope Amendment 2 dated April 6, 2026. 2. Amendment to Paragraph 3 of the Agreement. Paragraph 3 of the Agreement is amended to in include an additional not-to-exceed fee of $90,500, inclusive of expenses and reimburseables. 3. Amendment to Paragraph 4 of the Agreement. Paragraph 4 of the Agreement is amended to extend the completion date to September 1, 2027. 4. No Other Amendments. Except as expressly amended by this Amendment, the Agreement shall remain in full force and effect. IN WITNESS WHEREOF, SEH and City have caused this Amendment to be executed by their duly authorized representatives as of the day and year first above written. [Remainder of page intentionally left blank] [Signature pages to follow] 234 238933v1 2 CITY OF CHANHASSEN BY: _______________________________ Elise Ryan, Mayor AND: ______________________________ Laurie Hokkanen, City Manager SHORT-ELLIOTT-HENDRICKSON, INCORPORATED By: _______________________________ Print Name:_________________________ Its:________________________________ 235 City Council Item April 13, 2026 Item Approve a Massage Therapy Business License for a new owner of Hand and Stone Massage and Facial Spa located at 858 West 78th Street File No.Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION “The Chanhassen City Council approves a Massage Therapy Business License for Scott Boersma, the new owner of Hand and Stone Massage and Facial Spa, contingent on a fingerprinting background check approval from the BCA .” Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND On November 25, 2013 the City Council approved Ordinance No. 584 amending Chapter 10 of the Chanhassen City Code concerning Massage Therapy Business Licensing. The approval of this ordinance required all businesses offering massage therapy, with the exception of chiropractor offices and home occupations, to obtain a license from the City of Chanhassen. The license application includes a $50 license fee and $250 background check fee. The background check is conducted by the Carver County Sheriff’s Office and examines the following: Subject(s): Owner(s) and General Manager(s). 236 Owner must disclose all businesses owned currently and in the past 7 years. Owner must provide 3 character witnesses within the State of Minnesota. Once licensed, business owners are responsible for the following: Maintaining the full name, date of birth, and address of each employee. Truthfully represent their business operations. A license is subject to revocation or suspension. A license holder may be summoned for an administrative hearing for the following reasons: Content of advertising that calls into question the nature of the business. Suspension or revocation of a license in another city. DISCUSSION Scott Boersma submitted a Massage Therapy Business License application for Hand and Stone Massage and Facial Spa located at 858 West 78th Street on March 24, 2026. He will be the new owner of the business. A full background check was conducted by Lori Turbett, Background Investigator for the Carver County Sheriff’s Office. The background check produced no unfavorable information on Mr. Boersma. A set of classifiable fingerprints and a criminal history background check needs to be completed. The massage license will not be issued until a favorable BCA report is received. BUDGET N/A RECOMMENDATION Staff recommends that the Chanhassen City Council approve a Massage Therapy Business License for Hand and Stone Massage and Facial Spa - Scott Boersma, 858 West 78th Street. ATTACHMENTS Scott Boersma Hand and Stone Application Property Report Card 237 CITY OF GHANHASSEN Office of the City Clerk 7700 Market Boulevard - PO Box 147 lChanhassen, MN 55317 952-227 -'l 107 | 952-2n-1 1 1 0 (fax) clerk@chanhassenmn.gov I www.chanhassenmn.gov MASSAGE THERAPY BUSINESS LICENSE APPLICATION Guidance relating to Massage Therapy Eusrness Licensing is contained in Chanhassen Citv Code Chapter 1 0 (copy aftached). All license holders must be familiar with this Chapter's provisions. [El-Submit completed application (indicate "N/A" on application where appropriate and sign in front of a notary). Mtt^.nCriminal lnvestigation Background lnvestigation form for each officer, partner, individual, AND the Operating Manager of the business (if different from any officers, partners, or individual). Pay $300 Fee ($50.00 application fee plus $250 background investigation fee) n Attach a copy of a signed lease agreement (if applicable). Mttacn a copy of the Certificate of Assumed Name if the business is to be conducted under a designation, name, or style other than the full individual name of the applicant, as required by Minnesota Statutes Chaoter 333, certified by the Office of the Secretary of State. ffittacnthe appropriate business records showing the names and addresses of all individuals having an interest in the business (including percent of interest) and, in the case of a corporation, the names and addresses of the officers and shareholders if the application is made on the behalf of a corporation or partnership (if applicable). Notary signature required on each form Application Requ i rements lf the applicant is an individual, the application must be completed by such person; if a corporation, by an officer; if a paftnership, by one of the general partners; if an unincorporated association, by the manager or managing officer. n lndividual (must be 18 or older) EL Corporation* E Partnership. n Unincorporated Association .lf the application is made on behalf of a corporation or partnership, attach appropriate business records showing the names and addresses of all individuals having an interest in the business and, in the case of a corporation, the names and addresses of the officers (including their percentage of interest in the business) and shareholders. Additionallv, each partner and ofiicer must complete a criminal history backqround lnvestiqation form. Section 1: Type of Applicant Name of Applicant (name of individual, corporation, partnership, or association to be licensed): Applicant Applicant City/State/Zip Name of Officer, General PartneriManager, -or Managing Officer (if other than individual) Scrtk b**<nnr. Applicant Alternate Phone: Applicant Phone: Applicant Em ss: Has the applicant been denied licensure or had a same o cense revoked during the seven (7) years prior to this application? ! Yes* KNo "lf yes, STOP HERE. Per City Code Section 10-221(c\, a City of Chanhassen Massage Therapy Business License cannot be issued Section 2: Applicant lnformation {ss ,['{not.-rt rlc. uAUdress: /4, flnr,lr,<ha. , ^,t ^) 55 3i,A I 238 City of Chanhassen lVassage Therapy Business License Application Page 2 lf the business is to be conducted under a designation, name, or style other than the full individual name of the applicant, aftach a copy of the Certificate of Assumed Name, as required by Minnesota Statutes Chapter 333, certified by the Office of the Secretary of State. (lrade Name): lhA & s{o^. <'rh- o[ (.,tru^u,^o..^ Business Name/DBA eSB U 18{: <1-, [l,rn^ha.stu-.. . l(/t) ss3\r\ Business Address:\ ttXutr,t, haJo^A S\o ar..cn rn- Business WebsiteBusiness Phone: 1bz- 4c"r -(o<b1 NOTICE: Pursuant to Minnesota Statute 270C.72 (Tax Clearance; lssuance of Licenses), Subd. 4 (Licensing Authority; duties), all licensing authorities must require the applicant to provide the applicant's Social Security number or individual taxpayer identification number and Minnesota business identification number, as applicable, on all license applications. Minnesota Tax lD Number: t-1 t<{rv FederalTax lD Number: ult-zElqsLL Social Security Number (individual applicants only): Anticipated Opening Date: cl- s^ k, Willthe business location require construction or remodeling? E yes EI ruo lf yes, a building permit must be applied for Section 3: Business lnformation Per Section 10-222(b) of the Chanhassen City Code, if the licensee is a partnership or a corporation, the applicant shall desiqnate a person to be manaqer and in responsible charqe of the business. Check this box if the is the same as the then move on to next section fuilft 5c,++ %xrsw.,.d Operating Manager Name %< Mooba** r\r M,n**,r',sk', Mtt <<zu+ Operating Manager Address: Operating Manager Phone: btt- fics- 1411 \ Operating Manager Alternate Phone: The operating manager shall remain responsible for the conduct of the business until another suitable person has been designated in writing by the licensee. The licensee shall promptly notify the City Clerk's office in writing of any such change indicating the name and address of the new manager and the effective date of such change. New managers will be required to undergo a background investiqation and pay a fee of $100. Section 4: Operating Manager ls the building where the licensed business will be located owned bv someone other than the applicant? E Yes E No lf Yes, attach copy of the executed lease and provide the propertv owner information below: Property Owner (if other than the applicant): Property Owner Address: Contact Name (if different from Property Owner) Contact Phone Contact Alternate Phone: Contact EmailAddress Section 5: Building lnformation 239 City of Chanhassen ltlassage Thera py Bu si ness Lice nse Appl ication Page 3 I have familiarized myself with the Chanhassen Cfty Code Chapfer 70 (Massaqe Theraov Business Licensinq) and subsequent ordinance amendments pertaining thereto, and will abide by the provisions contained therein. I declare that the information I have provided on this application is truthful, and I understand that falsification of answers on this application will result in denial of the application. I authorize the Carver County Sheriffs Office to investigate and make whatever inquiries are necessary to verify the information provided. S"_errf e Eon r*,"+z-r L Applicant's printed name signature Date STATE OF MINNESOTA (avNY SS COUNTY OF Subscribed and sworn to before me tnrs 21 dayof Amr,t"TpLl( ry Signature JENNIFER ANN POTTER Notary Public-Minnesota My Commission ExpiroEJan gr, 2O2Z Notary Seal Section 7: Notice ) ) ) 240 City of Chanhassen Massage Therapy Business License Application Page 4 Date Received:City Council Approval Date:Date Fee Paid: Property lD Number:Legal Description of Property:Zoning: Admin Review:Planning Review:Building Review:Fire Review: Date ApprovedApproved by Application Review (for office use only) 241 Property Card Taxpayer Information Property Address Parcel Information Building Information Miscellaneous Information Assessor Information Taxpayer Name IPX WEST VILLAGE STATION LLC Mailing Address 11501 NORTHLAKE DR CINCINNATI OH 45249 Parcel ID Number 258790040 Address 800 W 78TH ST City CHANHASSEN, MN 55317 Uses 3A COMMERCIAL LAND AND BUILDING Acres Plat Lot Block 13.0 WEST VILLAGE HEIGHTS 2ND ADDN 004 001 Legal Description SECTION 11 TOWNSHIP 116 RANGE 023 WEST VILLAGE HEIGHTS 2ND ADDN LOT 004 BLOCK 001 Building Style Year Built Garage Above Grade Finished Sq Ft Total Bedrooms School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF N N N Estimated Market Value Land Building Total 2024 Values (Payable 2025) 2025 Values (Payable 2026)Last Sale Date of Sale Sale Value $6,790,100.00 $9,539,900.00 $16,330,000.00 $6,790,100.00 $9,539,900.00 $16,330,000.00 2/4/2021 $24,800,000.00 The data provided herewith is for reference purposes only. This data is not suitable for legal, engineering, surveying or other similar purposes. Carver County does not guarantee the accuracy of the information contained herein. This data is furnished on an ‘as is’ basis and Carver County makes no representations or warranties, either expressed or implied, for the merchantability or fitness of the information provided for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and the user of the data provided herein acknowledges that Carver County shall not be liable for any damages, and by using this data in any way expressly waives all claims, and agrees to defend, indemnify, and hold harmless Carver County, its officials, officers, agents, employees, etc. from any and all claims brought by anyone who uses the information provided for herein, its employees or agents, or third parties which arise out of user's access. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user includes with the data a copy of this disclaimer. Tuesday, April 7, 2026 Carver County, MN242 City Council Item April 13, 2026 Item Resolution 2026-XX: Call for the Assessment Hearing for the 2026 City Pavement Rehabilitation Project No. 26-01 File No.ENG Project No. 26-01 CIP No. ST-012 Item No: D.12 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution calling for the Assessment Hearing for the 2026 City Pavement Rehabilitation Project No. 26-01" Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Call for Assessment Hearing for the 2026 City Pavement Rehabilitation Project No. 26-01 to be held on April 27, 2026. The project has been bid and the next step for the project is for the City Council to host a Public Hearing and subsequently consider awarding the project to a contractor. BACKGROUND As part of the overall Pavement Management Program (PMP), the city annually plans to rehabilitate a section or sections of public streets across the city. The Five-year Capital Improvement Plan (CIP) identifies the near-term streets to be rehabilitated. This 2026 project includes approximately 2.2 miles of city streets for rehabilitation. Key dates and items relative to this project: 243 In November 2024, the city created a project page and email subscription list. On June 13, 2025, the Engineering Department released a Request for Proposals (RFP) for design and construction services for the 26-01 project. On June 20, 2025, the Engineering Department released a Request for Proposals (RFP) for geotechnical services for the 26-01 project. On July 14, 2025, the City Council approved a Professional Services Agreement with Houston Engineering, Inc. for design and construction services for the 26-01 project. On July 14, 2025, the City Council approved a Professional Services Agreement with Braun Intertec for geotechnical exploration and engineering services in association with the 26-01 design contract. On November 10, 2025, the City Council called for a Public Hearing to be held regarding the proposed improvements on November 24, 2025. On November 19, 2025, the Engineering Department and Houston Engineering hosted a public Open House meeting at City Hall to discuss the project and respond to questions with the impacted properties. Riley Purgatory Bluff Creek Watershed District staff also attended this meeting and presented on the proposed project within North Lotus Lake Park. Approximately 73 residents attended and 20 comment cards were received. On November 24, 2025, the City Council accepted the feasibility study, conducted a Public Hearing related to the proposed improvements, and authorized the preparation of plans and specifications for the 26-01 project. On February 17, 2025, the Engineering Department and Houston Engineering hosted a pop-up meeting for the property owners in the Fox Hollow neighborhood to specifically discuss the proposed alignment of the portion of Fox Hollow Dr between Pleasantview Rd and the cul-de-sac near the tennis courts. Approximately 43 residents attended and 6 comment cards were received. On March 9, 2026, the City Council accepted the plans and specifications and authorized the advertisement for bids for the 26-01 project. On March 31, 2026, Houston Engineering and the Engineering Department hosted a bid opening. On April 14, 2026, the Engineering Department has scheduled a second public open house for the project in the training room at City Hall. Project information is available on the city's website at: https://www.chanhassenmn.gov/government/projects/street-projects/2026-city-pavement-rehabilitation- project To subscribe to the city's distribution list in order to receive routine project updates via email - interested residents and property owners should visit the following link to sign up: https://www.chanhassenmn.gov/i-want-to/subscribe. As of April 7, 2026, there are 700 email addresses subscribed to receive project updates. 244 DISCUSSION The 26-01 project area is shown in the attached 5-year Capital Improvement Plan (CIP) map representing the years 2026 through 2030. The CIP is the planned sequence of pavement rehabilitation projects based on the annual budgeted pavement rehabilitation funding that strives to meet the city's goal of having an average overall condition index (OCI) at or above 70 across the city's local and municipal state-aid (MSA) street pavements. The OCI is currently at an average rating of 76 across all of the city's local and MSA streets indicating the designated goal is currently being met. Two neighborhood areas are proposed to be rehabilitated with the 26-01 project. The Fox Hollow neighborhood area has approximately 1.3 miles of existing streets being proposed to be rehabilitated while the Vasserman Ridge neighborhood area has approximately 0.9 miles of existing streets being proposed to be rehabilitated. Houston Engineering was provided the city's asset management and geotechnical information relative to this project to factor into the feasibility analysis to incorporate with the subsequent design. Based on the existing maintenance and rating history, on-site street observations, and the feasibility analysis - the following recommendations in the subsequent paragraphs are being proposed. The Fox Hollow development was originally constructed in phases between 1985 and 1988 except for Fox Dr. These streets were seal coated in 2006. Fox Dr was originally constructed in 2005 and seal- coated in 2015. Fox Hollow Ct is also within this neighborhood area but it is a private street. Fox Hollow Ct is not proposed to be rehabilitated. The largest infrastructure issue with this neighborhood is lack of drainage, primarily in the street pavement section. This area is scoped to be a reconstruction project except for Fox Dr which is proposed to be a mill and overlay. The Vasserman Ridge development was originally constructed in phases between 2002 and 2004. This area is scoped to be a mill and overlay. The approved plans and specifications were bid on March 31, 2026. Three responsive bids were received from contractors. The bids ranged from $6,218,794.49 to $6,598,439.25. The Engineer's Estimate for the bid was $7,772,680.00. There weren't any alternates bid with this project. The low contractor for the base bid was GMH Asphalt. GMH Asphalt last performed the City's annual pavement rehabilitation project in 2022. GMH's work associated with the 2022 project was acceptable. GMH is also performing the contractor pothole patching work for Public Works this year. The bid tabulation has been attached. SCHEDULE The remaining schedule for the project is as follows: Task Date Conduct Public (Assessment) Hearing and Award Project April 27, 2026 Begin Construction Mid-May 2026 Substantial Completion Early November 2026 Final Completion June 2027 Final assessment notices were sent out to all assessable properties per the required MS 429 process on April 9, 2026. The final assessment amounts contained within the notices are related to the flat fee amounts associated with each type of pavement rehabilitation per the City's 2026 fee schedule. These amounts are $2,940 for a mill & overlay (M&O), $5,150 for an FDR, and $9,550 for a full 245 reconstruction. The proposed assessment amounts for each project area are as follows: Project Area Preliminary Assessment Amount Final Assessment Amount Vasserman Ridge Area (M&O)$2,940.00 $2,940.00 Fox Hollow Area (Reconstruction) except Fox Dr (M&O) $9,550.00 & $2,940 $9,550.00 & $2,940.00 (6 properties along Fox Dr) BUDGET This project is included in the 5-year CIP and the budget for 2026. Funding for the project is budgeted to come from the Pavement Management Program (PMP) fund, which includes special assessments to benefiting properties as part of the revenue source. The special assessments are being managed per the City’s Assessment Policy. Utility Enterprise funds will be utilized to cover the rehabilitation needs specific to each utility. The overall 26-01 project budget approved with the 2025-29 Capital Improvement Plan is $8,755,000. The table below indicates the estimated cost in comparison to the project budget. Fund Project Budget Fox Hollow Area Bid Costs Vasserman Ridge Area Bid Costs Total Project Costs (with Engineering) PMP (Street)$4,835,000 $3,354,600.25 $498,677.45 $4,335,833 Surface Water $2,130,000 $758,789.64 $46,971.00 $906,668 Sanitary Sewer $800,000 $237,724.00 $105,774.00 $386,515 Watermain $990,000 $1,208,661.15 $7,597.00 $1,368,573 Total $8,755,000 $5,559,775.04 $659,019.45 $6,997,589 The low bid amount has a total of $6,218,794.49. Engineering costs are expected to be $778,794.00 which is 11% of the construction cost which is a reasonable percentage relative to the engineering effort. Based on the bid amount and engineering costs the project is expected to finish under budget by $1,757,411. The watermain fund is overbudget by approximately $160,000, but the costs have been reduced significantly from the feasibility estimate. As a reminder the existing watermain is being fully replaced with this project in the Fox Hollow area due to the break history. RECOMMENDATION Staff recommends the City Council adopt the Resolution to Call for the Assessment Hearing on April 27, 2026, for the 2026 City Pavement Rehabilitation Project No. 26-01. ATTACHMENTS Resolution - Call for Assessment Hearing 26-01 246 Bid Tabulation for 26-01 Project 5-Year CIP Map for Streets (2026-2030) 26-01 CIP Project Budget (ST-012-2026) 247 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION CALLING FOR THE PUBLIC (ASSESSMENT) HEARING FOR THE 2026 CITY PAVEMENT REHABILITATION PROJECT (CITY PROJECT 26-01) WHEREAS, Minnesota State Statute 429 regarding special assessments for public improvement projects requires City Council to officially set the assessment hearing date for capital improvement projects; and WHEREAS, the 2026 City Pavement Rehabilitation project bids were received on March 31, 2026; and WHEREAS, a public open house has been scheduled on April 14, 2026, ahead of the assessment hearing to review and discuss the proposed project improvements, assessments, and construction activity. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, that: 1. A public hearing shall be held on the 27th day of April, 2026, in the Council Chambers at City Hall at 7:00 p.m. to pass upon such proposed assessments and at such time and place all persons owning property affected by such improvements will be given an opportunity to be heard with reference to such assessment. 2. The city clerk is hereby directed to cause a notice of the public hearing on the proposed assessments to be published once in the official newspaper at least two weeks prior to the public hearing and shall state in the notice the total cost of the improvements. The clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment rolls not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City of Chanhassen, except that no interest shall be charged if the entire assessment is paid by November 21 of the year the assessment is adopted. The property owner may at any time thereafter, pay to the City of Chanhassen the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the succeeding year. 248 Passed and adopted by the Chanhassen City Council this 13th day of April, 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 249 Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension 1 MOBILIZATION Lump Sum 1 $335,000.00 $335,000.00 $125,000.00 $125,000.00 $163,231.19 $163,231.19 $317,212.00 $317,212.00 2 CONSTRUCTION ENTRANCE Each 2 $2,000.00 $4,000.00 $750.00 $1,500.00 $6,200.00 $12,400.00 $1,750.00 $3,500.00 3 CLEARING AND GRUBBING Sq. Yd. 80 $65.00 $5,200.00 $193.00 $15,440.00 $40.00 $3,200.00 $38.50 $3,080.00 4 REMOVE TREES Each 14 $1,500.00 $21,000.00 $550.00 $7,700.00 $700.00 $9,800.00 $715.00 $10,010.00 5 STREET SWEEPING (WITH PICKUP BROOM) Hrs. 80 $200.00 $16,000.00 $195.00 $15,600.00 $220.00 $17,600.00 $200.00 $16,000.00 6 FULL DEPTH RECLAMATION (INCL. SAWCUT) Sq. Yd. 20320 $4.00 $81,280.00 $5.30 $107,696.00 $2.00 $40,640.00 $0.95 $19,304.00 7 REMOVE BITUMINOUS TRAILS & DRIVEWAYS (INCL. SAWCUT) Sq. Yd. 2000 $5.00 $10,000.00 $8.45 $16,900.00 $10.00 $20,000.00 $7.22 $14,440.00 8 REMOVE CONCRETE PAVEMENT (INCL. SAWCUT) Sq. Yd. 680 $16.00 $10,880.00 $21.00 $14,280.00 $14.00 $9,520.00 $14.45 $9,826.00 9 REMOVE CONCRETE CURB & GUTTER (INCL. SAWCUT) Lin. Ft. 11300 $8.00 $90,400.00 $3.20 $36,160.00 $2.00 $22,600.00 $5.78 $65,314.00 10 SAW AND SEAL EXISTING CURB Each 4 $250.00 $1,000.00 $15.85 $63.40 $60.00 $240.00 $16.50 $66.00 11 2" MILL BITUMINOUS SURFACE (INCL. SAWCUT) Sq. Yd. 1440 $3.00 $4,320.00 $2.50 $3,600.00 $2.95 $4,248.00 $4.13 $5,947.20 12 TEMPORARY MAILBOXES Lump Sum 1 $2,500.00 $2,500.00 $8,968.00 $8,968.00 $9,000.00 $9,000.00 $9,350.00 $9,350.00 13 SALVAGE MAILBOX/POST/GROUPING Each 105 $75.00 $7,875.00 $132.00 $13,860.00 $130.00 $13,650.00 $137.50 $14,437.50 14 INSTALL SALVAGED MAILBOX/POST/GROUPING Each 105 $150.00 $15,750.00 $185.00 $19,425.00 $185.00 $19,425.00 $192.50 $20,212.50 15 EXCAVATION - COMMON (P) Cu. Yd. 24800 $20.00 $496,000.00 $36.75 $911,400.00 $28.00 $694,400.00 $27.99 $694,152.00 16 SELECT GRANULAR BORROW Ton 18690 $20.00 $373,800.00 $20.65 $385,948.50 $15.00 $280,350.00 $15.52 $290,068.80 17 SALVAGE & INSTALL RECLAMATION MATERIAL (CV) Cu. Yd. 4520 $20.00 $90,400.00 $27.40 $123,848.00 $107.00 $483,640.00 $35.20 $159,104.00 18 AGGREGATE BASE COURSE CLASS 5 Ton 10250 $35.00 $358,750.00 $12.05 $123,512.50 $0.10 $1,025.00 $25.78 $264,245.00 19 AGGREGATE SURFACING COURSE CLASS 2 Ton 5 $35.00 $175.00 $81.00 $405.00 $120.00 $600.00 $85.50 $427.50 20 3" MINUS AGGREGATE Ton 300 $70.00 $21,000.00 $31.45 $9,435.00 $45.00 $13,500.00 $34.85 $10,455.00 21 BITUMINOUS TRAILS & DRIVEWAYS PATCH (SPWEA340B) Ton 460 $120.00 $55,200.00 $181.00 $83,260.00 $150.00 $69,000.00 $201.61 $92,740.60 22 BITUMINOUS WEAR (SPWEA340C) Ton 2720 $110.00 $299,200.00 $98.00 $266,560.00 $97.44 $265,036.80 $92.16 $250,675.20 23 BITUMINOUS NON-WEAR (SPNWB330C) Ton 2540 $105.00 $266,700.00 $84.55 $214,757.00 $86.02 $218,490.80 $82.95 $210,693.00 24 BITUMINOUS MATERIAL FOR TACK COAT Gal. 1240 $8.00 $9,920.00 $3.50 $4,340.00 $0.01 $12.40 $4.00 $4,960.00 25 BITUMINOUS RAMP CURB EDGE (see note below) Lin. Ft. 12170 $2.00 $24,340.00 $10.00 $121,700.00 $8.75 $106,487.50 $12.71 $154,680.70 26 SURMOUNTABLE CONCRETE CURB & GUTTER Lin. Ft. 10890 $30.00 $326,700.00 $21.25 $231,412.50 $19.85 $216,166.50 $20.30 $221,067.00 27 CONCRETE CURB & GUTTER DESIGN B612 Lin. Ft. 160 $40.00 $6,400.00 $28.50 $4,560.00 $33.92 $5,427.20 $29.70 $4,752.00 28 CONCRETE CURB & GUTTER DESIGN B618 Lin. Ft. 1120 $30.00 $33,600.00 $21.25 $23,800.00 $37.19 $41,652.80 $20.30 $22,736.00 29 CONCRETE CURB DESIGN V Lin. Ft. 118 $40.00 $4,720.00 $42.20 $4,979.60 $47.97 $5,660.46 $44.00 $5,192.00 30 6" CONCRETE WALK/DRIVEWAY PATCH & PED. RAMPS Sq. Yd. 730 $80.00 $58,400.00 $87.70 $64,021.00 $101.27 $73,927.10 $84.15 $61,429.50 31 TRUNCATED DOMES Sq. Ft. 38 $75.00 $2,850.00 $52.75 $2,004.50 $65.00 $2,470.00 $55.00 $2,090.00 32 SALVAGE AND REINSTALL PAVER DRIVEWAY Sq. Yd. 13 $100.00 $1,300.00 $209.00 $2,717.00 $340.00 $4,420.00 $317.00 $4,121.00 33 TEMPORARY TRAFFIC CONTROL Lump Sum 1 $25,000.00 $25,000.00 $2,638.00 $2,638.00 $14,600.00 $14,600.00 $2,695.00 $2,695.00 34 STORM DRAIN INLET PROTECTION Each 45 $250.00 $11,250.00 $217.00 $9,765.00 $550.00 $24,750.00 $300.00 $13,500.00 35 SEED 25-141 WITH HYDRAULIC MATRIX MULCH Acre 0.5 $10,000.00 $5,000.00 $20,418.00 $10,209.00 $6,500.00 $3,250.00 $10,000.00 $5,000.00 36 SEED 25-151 WITH HYDRAULIC MATRIX MULCH Acre 1 $10,000.00 $10,000.00 $25,806.00 $25,806.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00 37 SODDING TYPE LAWN Sq. Yd. 2600 $20.00 $52,000.00 $11.40 $29,640.00 $12.00 $31,200.00 $21.00 $54,600.00 38 PLANT TREE (3") Each 13 $750.00 $9,750.00 $739.00 $9,607.00 $800.00 $10,400.00 $750.00 $9,750.00 39 COMMON TOPSOIL BORROW (LV) Cu. Yd. 700 $40.00 $28,000.00 $53.45 $37,415.00 $42.00 $29,400.00 $58.75 $41,125.00 40 LANDSCAPING RESTORATION Allowance 1 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 41 IRRIGATION AND PET CONTAINMENT SYSTEMS REPAIRS Allowance 1 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 42 INSTALL SIGN Each 23 $225.00 $5,175.00 $317.00 $7,291.00 $210.00 $4,830.00 $275.00 $6,325.00 43 SIGN PANEL SQ. FT. 47 $40.00 $1,880.00 $52.75 $2,479.25 $44.00 $2,068.00 $49.50 $2,326.50 44 24" SOLID LINE MULTI COMP GR IN Lin. Ft. 26 $20.00 $520.00 $21.10 $548.60 $21.00 $546.00 $14.30 $371.80 45 4" NON-PERF PVC PIPE DRAIN Lin. Ft. 1100 $40.00 $44,000.00 $9.80 $10,780.00 $22.00 $24,200.00 $18.50 $20,350.00 46 4" PERF PVC SDR 35 PIPE DRAIN Lin. Ft. 11490 $60.00 $689,400.00 $11.15 $128,113.50 $14.00 $160,860.00 $19.25 $221,182.50 47 DRAIN SUMP BASIN Each 111 $400.00 $44,400.00 $494.00 $54,834.00 $780.00 $86,580.00 $560.00 $62,160.00 48 4" SOLID LINE MULTI COMP Lin. Ft. 366 $8.00 $2,928.00 $6.05 $2,214.30 $3.15 $1,152.90 $6.60 $2,415.60 49 PVMT MESSAGE ADA SYMBOL MULTI COMP Each 1 $250.00 $250.00 $158.00 $158.00 $160.00 $160.00 $495.00 $495.00 50 PVMT MESSAGE “ NO PARKING" MULTI COMP Each 1 $150.00 $150.00 $158.00 $158.00 $160.00 $160.00 $495.00 $495.00 51 SALVAGE STREET SIGN Each 9 $75.00 $675.00 $26.40 $237.60 $42.00 $378.00 $55.00 $495.00 52 INSTALL SALVAGED STREET SIGN Each 9 $150.00 $1,350.00 $317.00 $2,853.00 $210.00 $1,890.00 $192.50 $1,732.50 $4,021,388.00 $3,354,600.25 $3,284,245.65 $3,472,307.40 2026 City Pavement Rehabilitation, City Project No. 26-01 FOX HOLLOW-REMOVALS, GRADING, PAVING, AND RESTORATION GMH Asphalt CorporationEngineer Estimate NorthwestS.M. Hentges & Sons, Inc. Owner: City of Chanhassen, MN Engineer: Houston Engineering Inc. 03/31/2026 10:00 AM CDT 250 Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension 1 REMOVE EXISTING MANHOLE Each 19 $1,600.00 $30,400.00 $871.00 $16,549.00 $600.00 $11,400.00 $650.00 $12,350.00 2 REMOVE EXISTING STORM SEWER Lin. Ft. 1568 $15.00 $23,520.00 $13.00 $20,384.00 $18.00 $28,224.00 $24.50 $38,416.00 3 REMOVE AND DISPOSE FES SEDIMENT DELTA Cu. Yd. 220 $40.00 $8,800.00 $38.60 $8,492.00 $46.00 $10,120.00 $77.00 $16,940.00 4 EXCAVATION - COMMON (for BMP) (P) Cu. Yd. 3200 $20.00 $64,000.00 $24.50 $78,400.00 $20.00 $64,000.00 $6.00 $19,200.00 5 4" PVC NON-PERFORATED Lin. Ft. 216 $50.00 $10,800.00 $10.90 $2,354.40 $22.00 $4,752.00 $20.00 $4,320.00 6 4" PVC PERFORATED Lin. Ft. 90 $50.00 $4,500.00 $13.00 $1,170.00 $12.00 $1,080.00 $36.50 $3,285.00 7 10" PVC NON-PERFORATED Lin. Ft. 16 $100.00 $1,600.00 $70.60 $1,129.60 $75.00 $1,200.00 $39.25 $628.00 8 15" RC PIPE SEWER CLASS V Lin. Ft. 1453 $120.00 $174,360.00 $48.20 $70,034.60 $84.00 $122,052.00 $69.00 $100,257.00 9 18" RC PIPE SEWER CLASS V Lin. Ft. 626 $130.00 $81,380.00 $51.05 $31,957.30 $82.00 $51,332.00 $73.00 $45,698.00 10 21" RC PIPE SEWER CLASS IV Lin. Ft. 869 $170.00 $147,730.00 $62.45 $54,269.05 $82.00 $71,258.00 $77.50 $67,347.50 11 30" RC PIPE SEWER CLASS IV Lin. Ft. 116 $225.00 $26,100.00 $114.00 $13,224.00 $139.00 $16,124.00 $120.00 $13,920.00 12 15" HDPE PIPE SEWER Lin. Ft. 184 $100.00 $18,400.00 $53.60 $9,862.40 $47.00 $8,648.00 $53.25 $9,798.00 13 24" HDPE PIPE SEWER Lin. Ft. 244 $140.00 $34,160.00 $80.70 $19,690.80 $59.00 $14,396.00 $68.50 $16,714.00 14 51" SPAN RC PIPE-ARCH SEWER CLASS V Lin. Ft. 182 $180.00 $32,760.00 $216.00 $39,312.00 $238.00 $43,316.00 $215.00 $39,130.00 15 51" SPAN RC PIPE-ARCH APRON Each 1 $10,000.00 $10,000.00 $2,567.00 $2,567.00 $2,700.00 $2,700.00 $2,285.00 $2,285.00 16 30" RC PIPE APRON Each 2 $8,500.00 $17,000.00 $1,902.00 $3,804.00 $1,600.00 $3,200.00 $1,470.00 $2,940.00 17 21" RC PIPE APRON Each 1 $7,000.00 $7,000.00 $1,404.00 $1,404.00 $1,100.00 $1,100.00 $1,195.00 $1,195.00 18 INSTALL 48" MANHOLE Each 27 $7,000.00 $189,000.00 $4,486.00 $121,122.00 $4,450.00 $120,150.00 $4,405.00 $118,935.00 19 INSTALL 60" MANHOLE Each 3 $8,000.00 $24,000.00 $5,619.00 $16,857.00 $6,360.00 $19,080.00 $6,000.00 $18,000.00 20 INSTALL 84" MANHOLE Each 1 $15,000.00 $15,000.00 $8,433.00 $8,433.00 $11,100.00 $11,100.00 $8,885.00 $8,885.00 21 INSTALL 60" SUMP MANHOLE Each 5 $12,000.00 $60,000.00 $7,378.00 $36,890.00 $8,700.00 $43,500.00 $7,120.00 $35,600.00 22 INSTALL 84" SUMP MANHOLE Each 1 $20,000.00 $20,000.00 $12,571.00 $12,571.00 $18,300.00 $18,300.00 $12,585.00 $12,585.00 23 INSTALL 2'X3' CATCH BASIN Each 16 $4,500.00 $72,000.00 $3,294.00 $52,704.00 $3,200.00 $51,200.00 $3,545.00 $56,720.00 24 RECONSTRUCT MANHOLE Each 4 $3,000.00 $12,000.00 $3,432.00 $13,728.00 $3,600.00 $14,400.00 $2,825.00 $11,300.00 25 INSTALL NEW CASTING ASSEMBLY AND RINGS Each 7 $2,000.00 $14,000.00 $1,861.00 $13,027.00 $1,500.00 $10,500.00 $1,195.00 $8,365.00 26 RIPRAP CL III Cu. Yd. 220 $150.00 $33,000.00 $120.00 $26,400.00 $175.00 $38,500.00 $152.00 $33,440.00 27 INFILTRATION SYSTEM TESTING Allowance 1 $4,000.00 $4,000.00 $4,000.00 $4,000.00 $4,000.00 $4,000.00 $4,000.00 $4,000.00 28 BIO-FILTRATION BASIN - NORTH LOTUS LAKE PARK Lump Sum 1 $9,000.00 $9,000.00 $12,753.00 $12,753.00 $7,300.00 $7,300.00 $5,500.00 $5,500.00 29 BIO-FILTRATION BASIN - CURB CUT Lump Sum 1 $5,000.00 $5,000.00 $11,474.00 $11,474.00 $4,800.00 $4,800.00 $4,500.00 $4,500.00 30 CURB OPENING INLET WITH STONE SPLASH BLOCK ASSEMBLY Each 1 $6,500.00 $6,500.00 $3,154.00 $3,154.00 $4,100.00 $4,100.00 $2,500.00 $2,500.00 31 PERENNIAL PLUGS ( for BMP) Each 200 $10.00 $2,000.00 $9.50 $1,900.00 $13.50 $2,700.00 $20.00 $4,000.00 32 SILT FENCE; TYPE HI (for BMP) Lin. Ft. 2000 $4.00 $8,000.00 $5.55 $11,100.00 $2.50 $5,000.00 $3.95 $7,900.00 33 SEDIMENT CONTROL LOGS TYPE STRAW Lin. Ft. 215 $6.00 $1,290.00 $4.45 $956.75 $4.00 $860.00 $4.50 $967.50 34 ROLLED EROSION PREVENTION CATEGORY 25 (for BMP) Sq. Yd. 12070 $3.50 $42,245.00 $2.23 $26,916.10 $3.00 $36,210.00 $2.50 $30,175.00 35 SEED SOUTHERN SHORT GRASS Acre 1.2 $10,000.00 $12,000.00 $1,638.00 $1,965.60 $5,000.00 $6,000.00 $5,000.00 $6,000.00 36 SEED WET DITCH Acre 0.48 $10,000.00 $4,800.00 $3,618.00 $1,736.64 $5,500.00 $2,640.00 $5,000.00 $2,400.00 37 24" RC PIPE SEWER CLASS IV Lin. Ft. 91 $150.00 $13,650.00 $71.40 $6,497.40 $98.00 $8,918.00 $100.00 $9,100.00 $1,239,995.00 $758,789.64 $864,160.00 $775,296.00 1 REMOVE SANITARY SEWER PIPE Lin. Ft. 200 $20.00 $4,000.00 $76.70 $15,340.00 $100.00 $20,000.00 $65.00 $13,000.00 2 INSTALL NEW CASTING ASSEMBLY AND RINGS Each 38 $2,000.00 $76,000.00 $2,420.00 $91,960.00 $1,600.00 $60,800.00 $2,062.00 $78,356.00 3 8" X 4" PVC WYE Each 1 $1,000.00 $1,000.00 $586.00 $586.00 $1,200.00 $1,200.00 $2,850.00 $2,850.00 4 8" PVC SDR 26 PIPE SEWER Lin. Ft. 200 $100.00 $20,000.00 $114.00 $22,800.00 $365.00 $73,000.00 $287.65 $57,530.00 5 SEWER PIPE JOINT SEALING Each 1 $2,500.00 $2,500.00 $3,798.00 $3,798.00 $6,500.00 $6,500.00 $2,750.00 $2,750.00 6 REPAIR MANHOLE: GROUT/SEAL MANHOLE JOINTS & REBUILD INVERT Each 12 $2,500.00 $30,000.00 $7,556.00 $90,672.00 $7,400.00 $88,800.00 $6,935.00 $83,220.00 7 RECONSTRUCT MANHOLE Each 8 $3,000.00 $24,000.00 $1,571.00 $12,568.00 $3,300.00 $26,400.00 $2,780.00 $22,240.00 $157,500.00 $237,724.00 $276,700.00 $259,946.00 FOX HOLLOW-STORM SEWER GMH Asphalt CorporationEngineer Estimate NorthwestS.M. Hentges & Sons, Inc. FOX HOLLOW-SANITARY SEWER 251 Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension 1 REMOVE GATE VALVE AND BOX Each 31 $500.00 $15,500.00 $245.00 $7,595.00 $200.00 $6,200.00 $172.00 $5,332.00 2 REMOVE HYDRANT Each 14 $900.00 $12,600.00 $734.00 $10,276.00 $300.00 $4,200.00 $450.00 $6,300.00 3 REMOVE WATER MAIN Lin. Ft. 6341 $20.00 $126,820.00 $16.35 $103,675.35 $12.00 $76,092.00 $10.50 $66,580.50 4 REMOVE WATER SERVICE (INCLUDES PIPE, FITTINGS, CURB STOP, AND BOX) Each 110 $350.00 $38,500.00 $245.00 $26,950.00 $100.00 $11,000.00 $207.00 $22,770.00 5 ABANDON WATER MAIN Lin. Ft. 240 $18.00 $4,320.00 $17.50 $4,200.00 $23.00 $5,520.00 $11.00 $2,640.00 6 TEMPORARY WATER SERVICE LS 1 $50,000.00 $50,000.00 $44,798.00 $44,798.00 $74,000.00 $74,000.00 $111,000.00 $111,000.00 7 6" GATE VALVE & BOX Each 23 $3,200.00 $73,600.00 $3,115.00 $71,645.00 $2,900.00 $66,700.00 $3,287.00 $75,601.00 8 8" GATE VALVE & BOX Each 10 $4,000.00 $40,000.00 $4,460.00 $44,600.00 $3,800.00 $38,000.00 $4,225.00 $42,250.00 9 8" WET TAP AND GATE VALVE Each 1 $6,500.00 $6,500.00 $8,512.00 $8,512.00 $8,000.00 $8,000.00 $8,600.00 $8,600.00 10 HYDRANT Each 15 $10,500.00 $157,500.00 $9,036.00 $135,540.00 $7,600.00 $114,000.00 $7,400.00 $111,000.00 11 CURB STOP Each 110 $1,000.00 $110,000.00 $949.00 $104,390.00 $1,100.00 $121,000.00 $695.00 $76,450.00 12 CORPORATION STOPS Each 110 $525.00 $57,750.00 $535.00 $58,850.00 $760.00 $83,600.00 $400.00 $44,000.00 13 1" PE WATER SERVICE PIPE Lin. Ft. 4650 $35.00 $162,750.00 $26.90 $125,085.00 $28.00 $130,200.00 $59.00 $274,350.00 14 TREE REMOVAL (WATER SERVICE REPLACEMENT CONTINGENT) Each 26 $1,500.00 $39,000.00 $1,541.00 $40,066.00 $900.00 $23,400.00 $1,400.00 $36,400.00 15 PLANT TREE (3") (WATER SERVICE REPLACEMENT CONTINGENT) Each 26 $750.00 $19,500.00 $739.00 $19,214.00 $800.00 $20,800.00 $750.00 $19,500.00 16 6" PVC WATERMAIN Lin. Ft. 1631 $90.00 $146,790.00 $47.50 $77,472.50 $81.00 $132,111.00 $51.00 $83,181.00 17 8" PVC WATERMAIN Lin. Ft. 4546 $100.00 $454,600.00 $58.55 $266,168.30 $90.00 $409,140.00 $59.00 $268,214.00 18 WATERMAIN DIP FITTINGS Lbs. 5140 $15.00 $77,100.00 $11.60 $59,624.00 $0.10 $514.00 $18.00 $92,520.00 $1,592,830.00 $1,208,661.15 $1,324,477.00 $1,346,688.50 $7,011,713.00 $5,559,775.04 $5,749,582.65 $5,854,237.90 1 MOBILIZATION Lump Sum 1 $35,000.00 $35,000.00 $12,500.00 $12,500.00 $80,000.00 $80,000.00 $100,000.00 $100,000.00 2 CONSTRUCTION ENTRANCE Each 2 $2,000.00 $4,000.00 $750.00 $1,500.00 $6,200.00 $12,400.00 $1,750.00 $3,500.00 3 STREET SWEEPING (WITH PICKUP BROOM) Hrs. 40 $200.00 $8,000.00 $195.00 $7,800.00 $220.00 $8,800.00 $200.00 $8,000.00 4 2" MILL BITUMINOUS SURFACE (INCL. SAWCUT) Sq. Yd. 15510 $3.00 $46,530.00 $1.50 $23,265.00 $1.80 $27,918.00 $1.45 $22,489.50 5 REMOVE BITUMINOUS PAVEMENT (INCL. SAWCUT) Sq. Yd. 960 $15.00 $14,400.00 $7.00 $6,720.00 $22.00 $21,120.00 $13.75 $13,200.00 6 REMOVE CONCRETE PAVEMENT (INCL. SAWCUT) Sq. Yd. 535 $12.00 $6,420.00 $10.75 $5,751.25 $22.00 $11,770.00 $27.50 $14,712.50 7 REMOVE CONCRETE CURB & GUTTER Lin. Ft. 2170 $10.00 $21,700.00 $9.05 $19,638.50 $8.00 $17,360.00 $12.10 $26,257.00 8 SAW AND SEAL EXISTING CURB Each 98 $250.00 $24,500.00 $15.85 $1,553.30 $60.00 $5,880.00 $16.50 $1,617.00 9 CONCRETE GRINDING Each 9 $500.00 $4,500.00 $106.00 $954.00 $209.00 $1,881.00 $110.00 $990.00 10 SALVAGE STREET SIGN Each 7 $75.00 $525.00 $26.40 $184.80 $27.00 $189.00 $55.00 $385.00 11 INSTALL SALVAGED STREET SIGN Each 7 $150.00 $1,050.00 $317.00 $2,219.00 $315.00 $2,205.00 $192.50 $1,347.50 12 AGGREGATE BASE COURSE CLASS 5 Ton 100 $35.00 $3,500.00 $24.00 $2,400.00 $70.00 $7,000.00 $31.82 $3,182.00 13 BITUMINOUS TRAILS & DRIVEWAYS PATCH (SPWEA340B) Ton 60 $150.00 $9,000.00 $238.00 $14,280.00 $170.00 $10,200.00 $231.42 $13,885.20 14 BITUMINOUS WEAR (SPWEA340C) Ton 1950 $110.00 $214,500.00 $93.55 $182,422.50 $90.34 $176,163.00 $87.35 $170,332.50 15 BITUMINOUS NON-WEAR (SPNWB330C) Ton 80 $150.00 $12,000.00 $185.00 $14,800.00 $165.00 $13,200.00 $235.30 $18,824.00 16 BITUMINOUS MATERIAL FOR TACK COAT Gal. 860 $8.00 $6,880.00 $3.50 $3,010.00 $4.00 $3,440.00 $4.00 $3,440.00 17 CONCRETE CURB & GUTTER PATCH Lin. Ft. 1970 $35.00 $68,950.00 $34.00 $66,980.00 $38.00 $74,860.00 $33.55 $66,093.50 18 6" CONCRETE WALK/DRIVEWAY PATCH & PED. RAMPS Sq. Yd. 639 $80.00 $51,120.00 $93.60 $59,810.40 $101.50 $64,858.50 $91.85 $58,692.15 19 8" CONCRETE STREET INTERSECTION WITH VALLEY GUTTER Sq. Yd. 80 $95.00 $7,600.00 $98.65 $7,892.00 $143.00 $11,440.00 $102.85 $8,228.00 20 TRUNCATED DOMES Sq. Ft. 180 $75.00 $13,500.00 $52.75 $9,495.00 $65.00 $11,700.00 $55.00 $9,900.00 21 SALVAGE AND REINSTALL PAVER DRIVEWAY Sq. Yd. 10 $100.00 $1,000.00 $209.00 $2,090.00 $330.00 $3,300.00 $317.00 $3,170.00 22 TEMPORARY TRAFFIC CONTROL Lump Sum 1 $12,000.00 $12,000.00 $2,638.00 $2,638.00 $6,300.00 $6,300.00 $2,695.00 $2,695.00 23 STORM DRAIN INLET PROTECTION Each 45 $250.00 $11,250.00 $217.00 $9,765.00 $550.00 $24,750.00 $300.00 $13,500.00 24 SEDIMENT CONTROL LOGS TYPE STRAW Lin. Ft. 520 $6.00 $3,120.00 $4.45 $2,314.00 $4.00 $2,080.00 $4.50 $2,340.00 25 SEED MIX 25-141 WITH HYDRAULIC MATRIX MULCH Acre 0.1 $20,000.00 $2,000.00 $20,418.00 $2,041.80 $10,000.00 $1,000.00 $20,000.00 $2,000.00 26 SODDING TYPE LAWN Sq. Yd. 820 $20.00 $16,400.00 $11.40 $9,348.00 $14.00 $11,480.00 $21.00 $17,220.00 27 COMMON TOPSOIL BORROW (LV) Cu. Yd. 130 $45.00 $5,850.00 $53.45 $6,948.50 $65.00 $8,450.00 $81.94 $10,652.20 28 LANDSCAPING RESTORATION Allowance 1 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 29 IRRIGATION AND PET CONTAINMENT SYSTEMS REPAIRS Allowance 1 $7,500.00 $7,500.00 $7,500.00 $7,500.00 $7,500.00 $7,500.00 $7,500.00 $7,500.00 30 4" PERF PVC SDR 35 PIPE DRAIN Lin. Ft. 200 $60.00 $12,000.00 $12.10 $2,420.00 $28.00 $5,600.00 $19.25 $3,850.00 31 DRAIN SUMP BASIN Each 1 $300.00 $300.00 $506.00 $506.00 $1,700.00 $1,700.00 $560.00 $560.00 32 24" SOLID LINE MULTI COMP GR IN Lin. Ft. 46 $20.00 $920.00 $21.10 $970.60 $21.00 $966.00 $14.30 $657.80 33 CROSSWALK MULTI COMP GR IN Sq. Ft. 396 $12.00 $4,752.00 $15.05 $5,959.80 $13.60 $5,385.60 $13.75 $5,445.00 $633,767.00 $498,677.45 $643,896.10 $617,665.85 VASSERMAN RIDGE-REMOVALS, GRADING, PAVING AND RESTORATION NorthwestS.M. Hentges & Sons, Inc.GMH Asphalt CorporationEngineer Estimate FOX HOLLOW-WATERMAIN FOX HOLLOW TOTAL 252 Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension 1 REMOVE MH/CB Each 1 $2,500.00 $2,500.00 $1,145.00 $1,145.00 $1,500.00 $1,500.00 $2,180.00 $2,180.00 2 INSTALL 72" DIA. MH/CB WITH SUMP Each 1 $16,000.00 $16,000.00 $9,811.00 $9,811.00 $12,000.00 $12,000.00 $8,350.00 $8,350.00 3 SEWER PIPE JOINT SEALING Each 4 $2,500.00 $10,000.00 $5,064.00 $20,256.00 $6,500.00 $26,000.00 $2,750.00 $11,000.00 4 ADJUST CASTING AND INSTALL NEW RINGS Each 21 $1,100.00 $23,100.00 $473.00 $9,933.00 $800.00 $16,800.00 $715.00 $15,015.00 5 INSTALL NEW CASTING ASSEMBLY AND RINGS Each 6 $2,000.00 $12,000.00 $971.00 $5,826.00 $1,400.00 $8,400.00 $1,470.00 $8,820.00 $63,600.00 $46,971.00 $64,700.00 $45,365.00 1 ADJUST CASTING AND INSTALL NEW RINGS Each 23 $1,100.00 $25,300.00 $2,574.00 $59,202.00 $1,100.00 $25,300.00 $962.00 $22,126.00 2 INSTALL NEW CASTING ASSEMBLY AND RINGS Each 6 $2,000.00 $12,000.00 $1,861.00 $11,166.00 $1,500.00 $9,000.00 $1,512.00 $9,072.00 3 RECONSTRUCT MANHOLE Each 2 $3,000.00 $6,000.00 $3,432.00 $6,864.00 $3,200.00 $6,400.00 $2,825.00 $5,650.00 4 REPAIR MANHOLE: GROUT/SEAL MANHOLE JOINTS Each 5 $1,500.00 $7,500.00 $2,937.00 $14,685.00 $2,900.00 $14,500.00 $6,935.00 $34,675.00 5 REPAIR MANHOLE: REBUILD INVERT Each 3 $2,000.00 $6,000.00 $4,619.00 $13,857.00 $4,500.00 $13,500.00 $2,125.00 $6,375.00 $56,800.00 $105,774.00 $68,700.00 $77,898.00 1 ADJUST GATE VALVE AND BOX Each 7 $800.00 $5,600.00 $911.00 $6,377.00 $350.00 $2,450.00 $385.00 $2,695.00 2 REMOVE AND REPLACE UPPER SECTION OF GATE VALVE BOX Each 1 $1,200.00 $1,200.00 $1,220.00 $1,220.00 $750.00 $750.00 $577.50 $577.50 $6,800.00 $7,597.00 $3,200.00 $3,272.50 $760,967.00 $659,019.45 $780,496.10 $744,201.35 $7,772,680.00 $6,218,794.49 $6,530,078.75 $6,598,439.25BID TOTAL Note: The Bid Totals reflect the corrected totals based on the revised bid quantity for Item Bituminous Ramp Curb Wedge listed under the Removals, Grading, Paving, and Restoration Section for Fox Hollow. The quantity on the Bid Form was incorrectly listed as 1,217 lin. ft. The correct quantity is 12,170 lin. ft. NorthwestS.M. Hentges & Sons, Inc.GMH Asphalt CorporationEngineer Estimate VASSERMAN RIDGE-STORM SEWER VASSERMAN RIDGE-SANITARY SEWER VASSERMAN RIDGE-WATERMAIN VASSERMAN RIDGE TOTAL 253 ## ## ########### ##### ### ### # # # ## ##### # ## # # ## ## # ###### # # ### # # #### # # ##### # # # # ## ## ## # # Lake Virginia Christmas Lake Lotus Lake Brendan Pond Lake Harrison Kerber Pond Lake Susan Rice Marsh Lake Lake Riley Rice Lake Lake St. Joe Lake Minnewashta Lake Ann Lake Lucy ST18 ST14 ST15 ST17 ST61 Minnewashta Regional Park North Lotus Lake Park Meadow Green Park Lake Ann Park Chanhassen Pond Park Chanhassen Nature Preserve Chanhassen Recreation Center Lake Susan Park Rice Marsh Lake Preserve Power Hill Park Fox Woods Preserve Bandimere Community Park Bluff Creek Golf Course Hesse Farm Park Preserve Lake Susan Preserve City Center Park Raguet Wildlife Management Are MN Valley National Wildlife Re MN Landscape Arboretum Seminary Fen Scientific & Nat* Bluff Creek Preserve Independent School District 11 Independent School District 112 Independent School District 276 Riley Ridge Park Lake Ann Park Preserve SA5 SA7 SA5 SA101 SA5 SA41 )212 P o w e r s Blvd Hw y 2 1 2 Au d u b o n R d Cha nha s s e n Rd Arboretum Blvd Pioneer Trl Galpin Bl v d Lyman Blvd Ha z e l t i n e B l v d M a r k e t Bl v d Po w e r s B l v d Hwy 7 F l y i n g C l o u d D r G reat Pl a insBlvd Arbo r e t u m B l v d C o R d 1 0 1 ST101 ST101 Date Created: 12/8/2025 Do c u m e n t P a t h : K: \ D e p a r t m e n t s \ E n g i n e e r i n g \ C I P \ 2 0 2 6 - 2 0 3 0 \ C I P _ 5 Y e a r _ 2 0 2 6 - 2 0 3 0 . a p r x Created By: City of Chanhassen - Engineering Department µ0 3,000 Feet 0 0.5 Mile 5-Year CIP Pavement Management Plan (PMP) - Streets (2026-2030) City of Chanhassen Legend Mill & Overlay Full Depth Reclamation ## ##Reconstruction 2026 2027 2028 2029 2030 254 Streets - 2026 Street Improvements Overview Request Owner Charlie Howley, PW Director/City Engineer Department Annual Pvmnt Mgmt Contracted Form Type Capital Improvement Request Type Street Construction/Reconstruction Project Number ST-012-2026 Description The 5-year Capital Pavement Management Plan identies the planned streets for the next ve years. The Plan is updated every fall to review priorities and needs, but generally intends to keep the overall condition index (OCI) average across all streets at 70 or higher. 2026 Reconstruction 601-6054-XXXX The City uses a Pavement Management System in Cartegraph to monitor the condition of City streets. While proper preventative maintenance extends the life of the street and is cost effective, a street will eventually deteriorate to a point that major maintenance is required. Rehabilitation projects exited the life of the street. In cases when utilities or poor subgrade needs to be replaced or where streets have deteriorated to a point where rehabilitation will no longer be practical, reconstruction of the street is necessary. A feasibility study is written to consider the merits of the project, scope of work, costs, and assessments. The City has an Assessment Policy that identies what and how much of the project is assessed to beneting properties. The 2026 project is a full reconstruction scope. Details Type of Project Reconstruction 255 Capital Cost Breakdown Capital Cost FY2026 Total Engineering $870,000 $870,000 Construction/Maintenance $7,885,000 $7,885,000 Total $8,755,000 $8,755,000 Capital Cost FY2026 Budget $8,755,000 Total Budget (all years) $8.755M Project Total $8.755M Capital Cost by Year Construction/Maintenance Engineering 2026 $8,755,000.00 $0 $2.5M $5M $7.5M Capital Cost for Budgeted Years TOTAL $8,755,000.00 Construction/Maintenance (90%)$7,885,000. Engineering (10%)$870,000.00 256 Funding Sources Breakdown Funding Sources FY2026 Total Streets - PMP Funds $2,900,000 $2,900,000 Streets - PMP Assessments $1,935,000 $1,935,000 Utility Fund - Water $990,000 $990,000 Utility Fund - Sewer $800,000 $800,000 Utility Fund - SW Mgmt $2,130,000 $2,130,000 Total $8,755,000 $8,755,000 Funding Sources FY2026 Budget $8,755,000 Total Budget (all years) $8.755M Project Total $8.755M Funding Sources by Year Streets - PMP Assessments Streets - PMP Funds Utility Fund - Sewer Utility Fund - SW Mgmt Utility Fund - Water 2026 $8,755,000.00 $0 $2.5M $5M $7.5M Funding Sources for Budgeted Years TOTAL $8,755,000.00 Streets - PMP Assessments (22%)$1,935,000.0 Streets - PMP Funds (33%)$2,900,000.00 Utility Fund - Sewer (9%)$800,000.00 Utility Fund - SW Mgmt (24%)$2,130,000.00 Utility Fund - Water (11%)$990,000.00 257 City Council Item April 13, 2026 Item Resolution 2026-XX: Authorize a contract for Geotechnical Services for the 2027 Street Rehabilitation Projects. File No.ENG project numbers 27-01, 27-02, and 27-03.Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Ben Phillips, Engineering Technician III Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving a professional services agreement with Braun Intertec for geotechnical exploration and engineering services for the 2027 Street Rehabilitation Projects." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The 2027 street rehabilitation projects require geotechnical exploratory services in preparation for the design phase. We are combining the geotechnical work into one contract covering all 3 separate projects. BACKGROUND N/A DISCUSSION The Engineering Department prepared an RFP and solicited proposals from American Engineering Testing and Braun Intertec for the geotechnical engineering and investigation services required for the 258 projects. Maps of the project areas are attached and were included in the RFP. Both firms submitted proposals, and had the following fee amounts: Braun Intertec - $65,020.00 American Engineering Testing (AET) - $71,453.00 The proposals were reviewed to compare the proposed work scope, sequencing, schedule, and estimated costs. Each of the firms is capable of completing the required work and has successfully completed similar work in the past for the city. Based on the review of the proposals, the Engineering staff recommends that Braun Intertec be selected for the work. A Not-to-Exceed contract amount of $68,000 is proposed to cover adjustments in unit price quantities. The contract is based on the City's standard professional services agreement template. As with all engineering contracts, the consultant will submit periodic invoices that staff will review before processing. Staff will review the invoices for accuracy and conformance with the contract. Funding for the geotechnical services is programmed within the overall project budgets. BUDGET The fee for these services is a soft cost included in the overall street improvement project budget. RECOMMENDATION Staff recommends the City Council adopt a resolution authorizing a contract with Braun Intertec for the 2027 projects geotechnical services. ATTACHMENTS Resolution - Award Geotechnical Consultant Services for 2027 Street Projects Professional Services Agreement 27-01, 02 & 03 Geotech RFP Final 259 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION AWARDING A CONSULTANT AGREEMENT FOR GEOTECHNICAL EXPLORATION SERVICES FOR THE 2027 CITY PAVEMENT REHABILITATION PROJECTS WHEREAS, pursuant to a request for proposals sent out for the work, two proposals were received with the representative fees shown here: Proposer Fee Braun Intertec $65,020.00 American Engineering and Testing $71,453.00 ; And WHEREAS, the proposals were evaluated by Staff and Braun had the lowest responsible fee and best met the scope of the request for proposals. A contract amount of $68,000.00 is recommended to be awarded to allow for minor revisions to unit price quantities to facilitate not needing to approve a contract amendment. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council: That the Mayor and City Manager are hereby authorized and directed to enter into a consulting agreement with Braun Intertec in the name of the City of Chanhassen for the geotechnical investigation services for the 2027 Street Improvement Projects, according to the proposal submitted. PASSED AND ADOPTED by the Chanhassen City Council this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 260 1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 13th day of April 2026, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and BRAUN INTERTEC CORPORATION, a Minnesota corporation ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for geotechnical investigation and engineering services related to the 2027 Street Rehabilitation Projects (27-01, 27-02, & 27-03). 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Request for Proposals – 2027 City Geotechnical Services for Pavement Rehab Projects (#27-01, #27-02, & #27-03) dated March 11th, 2026; C. Insurance Certificate; D. Consultant’s April 2, 2026, Proposal for a Pavement and Geotechnical Evaluation, Chanhassen 2027 Pavement Rehabilitation Project, not including the submitted Braun Intertec General Conditions. In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of Sixty-Eight Thousand Dollars and Zero Cents ($68,000.00), inclusive of expenses. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. Notwithstanding the foregoing, the information is not intended or represented to be suitable for reuse by the City or others on extensions or modifications of the services or on any other project. Any such reuse without written verification or adaptation by Consultant for the specific purpose intended will be at the City’s sole risk, and the City agrees to hold Consultant harmless for all costs and liability arising out of such 261 2 unauthorized use. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances, at the same time and in the same locality. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, to the extent caused by the negligent execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each claim/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. ALLOCATION OF LIABILITY. Notwithstanding anything to the contrary, in no event will Consultant be liable for any consequential, indirect, incidental, special, exemplary, punitive, or enhanced damages, and in no event will Consultant’s aggregate liability arising out of this Agreement, or the services performed exceed the amount of the applicable insurance limits set forth in the Agreement. 11. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not 262 3 an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 12. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 13. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 14. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 15. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 16. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by 263 4 suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 17.RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 18.ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 19.WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 20.ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 21.TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination. Dated: CITY OF CHANHASSEN BY: Elise Ryan, Mayor BY: Laurie Hokkanen, City Manager Dated: BRAUN INTERTEC BY: Its 264 REQUEST FOR PROPOSALS 2027 City Geotechnical Services for Pavement Rehab Projects (#27-01, #27-02, & #27-03) Distributed: March 11th, 2026 I. INTRODUCTION The City of Chanhassen is issuing this Request for Proposals (RFP) for professional services necessary to obtain geotechnical reports to allow the City to successfully scope and design the 2027 City Pavement Rehabilitation Projects. In general, the RFP’s scope of work includes pavement cores and soil borings, gradations, soil classifications, and geotechnical evaluations and recommendations for road design and utility trenching and backfill. As-built construction record drawings associated with the project areas are available upon request to assist in the preparation of proposals. A. RFP Content. This RFP contains the following sections: I. Introduction II. Project Information III. Proposal B. Addenda/Clarifications. Any changes to this RFP will be made by written addendum. Verbal modification will not be binding. C. Pre-Contractual Expenses. The City will not be responsible for any pre-contractual expenses. Pre-contractual expenses are defined as expenses incurred by the Consultant in: 1. Preparing its proposal in response to this RFP; 2. Submitting that proposal to the City of Chanhassen; 3. Negotiating with the City of Chanhassen any matter related to this proposal; or 4. Any other expenses incurred by the Consultant prior to the date of execution of the Professional Services Agreement. D. Contract Award. 1. Consultant shall be required to enter into the City’s standard Professional Services Agreement (PSA) which is attached for reference. 2. Issuance of this RFP and receipt of proposals does not commit the City to award a contract. The City reserves the right to postpone opening for its own convenience, to accept or reject any or all proposals received in response to this RFP, to negotiate with 265 other than the selected Consultant should negotiations with the selected consultant be put on hold or terminated, to negotiate with more than one Consultant simultaneously, or to cancel all or part of this RFP. E. Contact Person. The Consultant’s contact for specific questions regarding information in this proposal is: Ben Phillips Construction Manager City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1166 bphillips@chanhassenmn.gov II. PROJECT INFORMATION A. Project Area and Identified Improvements. Approximately 5 miles of roadway is proposed to be rehabilitated or reconstructed within six residential areas within Chanhassen. The areas proposed for improvements are shown in the attached Figures. • (27-01) W. 86th Street and Tiqua Lane — Originally constructed in 1980 and reconstructed in 1992–1993. The area was last crack sealed in 2000, and seal coated in 2013. This area is a little over 0.5 miles of roadway and is currently programmed for FDR. • (27-01) Lake Susan Hills — Originally constructed in two phases, the north half (north of the intersection of W. Lake Drive and Lake Susan Hills Drive) completed in 1987 and the south half completed in 1993. The area was last seal coated in 2013. This area is 1.5 miles of roadway and is currently programmed for FDR. • (27-01) Valley Ridge Trail North — Originally constructed in 1993. The last seal coating occurred in 2013. This area is 0.8 Miles of roadway and is currently programmed for FDR. • (27-01) Chanhassen Estates — Originally constructed in 1966 and portions were reconstructed in 1993, 1995, and 2010. Seal coating occurred in 2005, with the southern portion seal coated again in 2016. The entire area was cracked sealed in 2012. This area is a little over 0.5 miles of roadway and is currently programmed for mill and overlay. • (27-02) Lake Riley Boulevard Development — Originally constructed between 1977 and 1993. The area was last seal coated in 2009. Approximately 2,700 feet (0.50 miles) of roadway. The neighborhood is currently programmed for 266 reconstruction; however, the consultant will evaluate and confirm whether full reconstruction is the appropriate improvement strategy. • (27-03) Bluff Creek Boulevard — Originally constructed in 1980, seal coat in 1992, mill and overlay 2” in 1997. This area is 1.2 miles of roadway and is currently programmed for FDR. B. Project Scope. The objective is to sample soil borings, cores, and provide geotechnical evaluations and recommendations for roadway reconstruction and rehabilitation design. This project shall provide the following: 1. Quality photo documentation for cores. Photos must show dimensions and characteristics clearly and legibly. 2. Pavement cores and soil borings. Preferred locations for the work shall be coordinated with the City as the locations indicated in Section II. (A) of this RFP are conceptual in nature. • Eight (8) flight auger soil borings to 14.5-foot depth (to include pavement cores), and • Eighteen (18) flight auger soil borings to 10-foot depth (to include pavement cores), and • Sixteen (16) flight auger soil borings to 6-foot depth (to include pavement cores), and • Cores (2) additional pavement cores with depth measurement of aggregate base and sand layers. All borings and pavement cores shall be centered within vehicle wheel paths in the travel lanes. 3. Gradation and depth of aggregate base section in all of the soil boring locations. Include the following additional testing to evaluate frost susceptibility and suitability for full depth reclamation in the W 86th Street, Lake Susan Hills, Valley Ridge Trail N, Chanhassen Estates and Bluff Creek Blvd. • Up to 22 moisture content tests (D2216) for use on wetter samples • Up to 4 sieve-hydrometer analysis (D422, or recommended method) • Propose other tests per Section III. (F) of this RFP 4. Classification of the sub-soils in the soil borings. 5. Provide draft and final reports. Provide street section evaluation and design recommendations for each area and if necessary for specific street segments, and utility trenching and backfill recommendations in the Chanhassen Estates, Lake Susan Hills, W 86th Street, Lake Riley Blvd, Bluff Creek Blvd based on the geotechnical information obtained per the scope of this RFP. It is the City’s expectation that the draft memo will be of quality and form as near as possible to the final memo for review the City’s review. 267 6. To respond to questions regarding the final report during the design of the street project. Include four (4) hours for this coordination. 7. Separate out the gradations and moisture content. 8. Temporary traffic control as needed shall be paid as a lump sum item. 9. The selected Geotechnical Consultant’s Project Manager shall review all invoices to confirm they are accurately coded to the appropriate task and remain within the approved budget. The Project Manager shall not invoice the City for work exceeding the approved amount without first executing a contract amendment. C. Project Schedule. The City would prefer this work completed as soon as possible to allow for substantial design time for the project, including unforeseen complications. This contract is anticipated to be awarded at the city council meeting on March 23rd, 2026. Include a schedule of when all the work will be completed: Accept Bid from Consultants April 2, 2026 Award Consultant Contract at City Council April 13, 2026 Contract and Documents April 17, 2026 Field work completed June 12, 2026 Draft Report Due June 26, 2026 Review By the City Staff July 3, 2026 Final Report Complete July 10, 2026 III. PROPOSAL A. Submission of Proposal. All proposals must be e-mailed to Ben Phillips at: bphillips@chanhassenmn.gov Proposals shall be received by 4:00 pm (central time), Wednesday April 2nd, 2026, Proposals received after this time will not be accepted. B. Proposal Format. Proposals shall be formatted for 8½" x 11" paper. Use of 11" x 17" format for large tables, charts or diagrams is permissible but shall be limited. The proposal shall be clear and understandable when reproduced in black and white. Include, at a minimum, the following: 1. Identification of the offering firm(s), including name, address, and telephone number of each firm. 268 2. Acknowledgement of receipt of RFP addenda, if any. 3. Name, title, address, email address and telephone numbers of the primary contact person to use during period of proposal evaluation. 4. Consultant Team to identify all team members and areas of responsibility. Resumes may be included in the proposal. C. Understanding of the Project. The Consultant shall provide a brief, concise description that demonstrates the Consultant's understanding of the project and what needs to be done to successfully complete the scope of work and meet the overall project schedule. Discuss familiarity of the consultant team members with respect to previous efforts in working with the City. D. Consultant Fee. A Not-To-Exceed fee shall be broken out per the fee estimate template attached to this RFP. The estimate shall clearly identify any additions and reimbursable expenses. Include cost for up to fifteen (15) hours to coordinate with the selected design consultant for any questions regarding the geotechnical report and data. A lump sum or another contract type is not preferable. E. Additional Services. Other services outside the scope of this proposal that the firm feels may be needed, if any, may be proposed. The firm also may propose cost-savings items. Any modifications shall be noted separately in the proposal and not part of the overall not- to-exceed fee. F. Exceptions and Deviations. Any exceptions to the requirements in this RFP, including the language in the contractual terms, must be included in the proposal. If the Consultant proposes changes to the scope of work, include a description, reason for the change and added/deducted costs. Segregate all exceptions as a separate element of the proposal under the heading "Exceptions and Deviations". 269 | | | | As-Built: 80-06, 93-23, 93-32A & 03-05 Installed: 06-01-1980 Inspection PCI: 37.7 Inspection Date: 07-29-2024 As-Built: 93-23 & 93-32A Installed: 06-01-1996 Inspection PCI: 47.23 Inspection Date: 07-29-2024 As-Built: 80-06, 93-23, 93-32A & 03-05 Installed: 06-01-1980 Inspection PCI: 37.7 Inspection Date: 07-29-2024 As-Built: 93-23 & 93-32A Installed: 06-01-1996 Inspection PCI: 47.23 Inspection Date: 07-29-2024 Lake Susan M ission H ills D r Miss ion Hil l s Way E Frisco C t MissionHills W a y W Mission Hills Ct W 86th St R i c e Ct Missi o n Hills Ln M o n k C t Blac k bird Ct Heartland Ct M i s s i o n HillsCir Marshland Tr l T i g u a L n P r e s e r v e C t A l d r i c h D r W aters E d ge Dr Rice Marsh Lake Preserve )212 Mark e t Blvd Great Plain s Blv d Hwy 212 ST101 27-01 Street Details: W 86th St/Tigua Lane City of Chanhassen Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 7 - 0 1 \ 2 7 - 0 1 C i t y P a v e m e n t R e h a b . a p r x Date Created: 1/16/2026 Created By: City of Chanhassen - Engineering Departmentµ0 0.05 Mile 0 300 Feet Legend ||Pavement Segment 270 | ||| | | | | || | |||| | | || | As-Built: 87-32 Installed: 06-01-1989 Inspection PCI: 58.41 Inspection Date: 08-01-2024 As-Built: 93-05 Installed: 06-01-1994 Inspection PCI: 24.52 Inspection Date: 08-02-2024 As-Built: 89-19 Installed: 06-01-1991 Inspection PCI: 25.47 Inspection Date: 08-02-2024 As-Built: 89-19 Installed: 06-01-1991 Inspection PCI: 30.16 Inspection Date: 08-02-2024 As-Built: 93-05 Installed: 06-01-1994 Inspection PCI: 20.21 Inspection Date: 08-02-2024 As-Built: 87-32 & 89-19 Installed: 06-01-1991 Inspection PCI: 22.79 Inspection Date: 08-02-2024 As-Built: 87-32 Installed: 06-01-1989 Inspection PCI: 54.57 Inspection Date: 08-01-2024 As-Built: 87-32 Installed: 06-01-1989 Inspection PCI: 56.57 Inspection Date: 08-01-2024 As-Built: 87-32 & 93-05 Installed: 06-01-1994 Inspection PCI: 36.35 Inspection Date: 08-01-2024 As-Built: 93-05 Installed: 06-01-1994 Inspection PCI: 20.78 Inspection Date: 08-02-2024 As-Built: 87-32 Installed: 06-01-1989 Inspection PCI: 58.41 Inspection Date: 08-01-2024 As-Built: 93-05 Installed: 06-01-1994 Inspection PCI: 24.52 Inspection Date: 08-02-2024 As-Built: 89-19 Installed: 06-01-1991 Inspection PCI: 25.47 Inspection Date: 08-02-2024 As-Built: 89-19 Installed: 06-01-1991 Inspection PCI: 30.16 Inspection Date: 08-02-2024 As-Built: 93-05 Installed: 06-01-1994 Inspection PCI: 20.21 Inspection Date: 08-02-2024 As-Built: 87-32 & 89-19 Installed: 06-01-1991 Inspection PCI: 22.79 Inspection Date: 08-02-2024 As-Built: 87-32 Installed: 06-01-1989 Inspection PCI: 54.57 Inspection Date: 08-01-2024 As-Built: 87-32 Installed: 06-01-1989 Inspection PCI: 56.57 Inspection Date: 08-01-2024 As-Built: 87-32 & 93-05 Installed: 06-01-1994 Inspection PCI: 36.35 Inspection Date: 08-01-2024 As-Built: 93-05 Installed: 06-01-1994 Inspection PCI: 20.78 Inspection Date: 08-02-2024 Lake Susan L a k e S u s a n D r R o s e w o od D r S u f f olk Dr Mergan s e r C t Tern Ct H e r o n D r Kingfis h e r C t E s sex R d Thrush C t L a k e S u s a n H i l l s D r C h a n h assen HillsDrN B a r bara Ct Dove Ct F l a m i n g o D r Egr et C t Pelic a n Ct La k e D r W P o w e r s Pl ST17 Lake Susan Park Power Hill Park Lake Susan Preserve Po w e r s B l v d 27-01 Street Details: Lake Susan Hills City of Chanhassen Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 7 - 0 1 \ 2 7 - 0 1 C i t y P a v e m e n t R e h a b . a p r x Date Created: 1/16/2026 Created By: City of Chanhassen - Engineering Departmentµ0 0.05 Mile 0 300 Feet Legend ||Pavement Segment 271 | | | | ||| | | | || | | | | As-Built: 66-02 & 93-10 Installed: 06-01-1995 Inspection PCI: 71.54 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1995 Inspection PCI: 59.71 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1975 Inspection PCI: 59 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1995 Inspection PCI: 46.85 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1995 Inspection PCI: 63 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1995 Inspection PCI: 60.14 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1995 Inspection PCI: 60.07 Inspection Date: 07-24-2024 As-Built: 66-02 & 93-10 Installed: 06-01-1990 Inspection PCI: 57 Inspection Date: 07-24-2024 Da k o t a L n Arb o r e t u m B l v d Hi d d e n Ct D a k o t a A v e Lake DrE Eri e S p u r E r i e A v e Ch e y e n n e A v e Rice Marsh Lake Preserve SA5 A r b o r e t u m B l v d 27-01 Street Details: Chanhassen Estates City of Chanhassen Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 7 - 0 1 \ 2 7 - 0 1 C i t y P a v e m e n t R e h a b . a p r x Date Created: 1/16/2026 Created By: City of Chanhassen - Engineering Departmentµ0 0.05 Mile 0 300 Feet Legend ||Pavement Segment 272 || | | | | | | | | | ||| | ||| As-Built: 93-13 Installed: 06-01-1995 Inspection PCI: 50.47 Inspection Date: 07-03-2024 As-Built: 94-10 Installed: 06-01-1996 Inspection PCI: 60 Inspection Date: 07-03-2024 As-Built: 92-10 Installed: 06-01-1993 Inspection PCI: 75 Inspection Date: 07-03-2024 As-Built: 92-10 Installed: 06-01-1993 Inspection PCI: 74.1 Inspection Date: 07-03-2024As-Built: 93-22 Installed: 06-01-1994 Inspection PCI: 56.33 Inspection Date: 07-03-2024 As-Built: 93-22 & 94-10 Installed: 06-01-1997 Inspection PCI: 48 Inspection Date: 07-03-2024 As-Built: 93-13 Installed: 06-01-1995 Inspection PCI: 42.4 Inspection Date: 07-03-2024 As-Built: 93-13 & 94-10 Installed: 06-01-1997 Inspection PCI: 56.5 Inspection Date: 07-03-2024 As-Built: 92-10 & 93-22 Installed: 06-01-1994 Inspection PCI: 54.52 Inspection Date: 07-03-2024 Osprey L n Au d u b o n R d HeronDr V a l l e y R i d g e T r l S Al i s a L n Al i s a C t Lake Dr W S u n ri d g e C t Bluff Creek Preserve Independent School District 112 27-01 Street Details: Bluff Creek Estates City of Chanhassen Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 7 - 0 1 \ 2 7 - 0 1 C i t y P a v e m e n t R e h a b . a p r x Date Created: 1/16/2026 Created By: City of Chanhassen - Engineering Departmentµ0 0.05 Mile 0 300 Feet Legend ||Pavement Segment 273 Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 7 - 0 1 \ 2 7 - 0 1 C i t y P a v e m e n t R e h a b . a p r x 27-02 Street Details: Lake Riley Blvd City of Chanhassen | | | |Lake Riley Quinn Rd Ki o w a T r l Reflecti o n s R d W 9 4t h S t S h o r e v i e w C t O v e r lookCt Parkland Way S p r i n gfield D r G r e e n le a f Ct Lak e R iley Tr l Lyman Blvd Greenview Dr ChesterfieldLn Lak eview Rd E S u n n y v a l e D r La k e R i l e y B l v d Su m m erfield Dr Deerfoot Trl Bandimere Community Park Riley Ridge Park As-Built: 77-02 & 93-32B Installed: 10-03-1977 Cartegraph Installation: 06-26-2024 Inspection PCI: 18.8 As-Built: 77-02 & 93-32B Installed: 06-01-1977 Cartegraph Installation: 06-26-2024 Inspection PCI: 17.87 Date Created: 12/11/2025 Created By: City of Chanhassen - Engineering Departmentµ0 0.05 Mile 0 300 Feet Legend ||Pavement Segment 274 Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ P r o j e c t s \ 2 7 - 0 1 \ 2 7 - 0 1 C i t y P a v e m e n t R e h a b . a p r x 27-03 Street Details: Bluff Creek Blvd City of Chanhassen | | | | Wes t F a r m R d Hesse Farm Rd H e i d i L n B l u f f C r e e k D r BluffCir HesseFar mC ir ST61 Bluff Creek Golf Course Hesse Farm Park Preserve Seminary Fen Scientific & Nat* )212 Hwy 2 1 2 Flyi n g C l o u d D r As-Built: 80-05 & 97-10 Installed: 06-01-1989 Cartegraph Installation: 06-18-2024 Inspection PCI: 44.76 As-Built: 80-05 & 97-10 Installed: 06-01-1989 Cartegraph Installation: 06-18-2024 Inspection PCI: 46.44 Date Created: 1/16/2026 Created By: City of Chanhassen - Engineering Departmentµ0 0.05 Mile 0 300 Feet Legend ||Pavement Segment 275 1 201749v1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of ___________________, 20__, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and __________________________________________ "Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for_____________________. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; B. Request for quote – __________________ dated ______, 20___; C. Insurance Certificate; D. Consultant’s ______, 20___ proposal for___________________ (“Proposal”). In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Consultant shall be paid by the City for the services described in the Proposal a not to exceed fee of __________________ Dollars ($_____, inclusive of expenses. Services performed directly by Consultant shall be paid at an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice. 4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 276 2 201749v1 6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficien cies in the accuracy of Consultant’s services. 8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 9. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $2,000,000 each occurrence/aggregate Automobile Liability $2,000,000 combined single limit Professional Liability $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability policy on a primary and non- contributory basis. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 277 3 201749v1 11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors on any undisputed amount not paid on time to subcontractors. The minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00). 12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County Minnesota. 13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 14. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 278 4 201749v1 16. RECORDS. Consultant shall maintain complete and accurate records of hours worked and expenses involved in the performance of services. 17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 18. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 20. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall be obligated to the Consultant for payment of amounts due and owing including pa yment for services performed or furnished to the date and time of termination. Dated: _______________, 20__. CITY OF CHANHASSEN BY: _____________________________________________ Elise Ryan, Mayor BY: _____________________________________________ Laurie Hokkanen, City Manager Dated: _______________, 20__. _______________________ BY: _____________________________________________ Its 279 13 Temporary Traffic Control LS 1 $______________ Moisture Content Test EA 22 $______________ $__________________ TOTAL 14 Reimbursable Expenses Allowance 1 EA 4 $______________ $______________ $__________________ $__________________$_5000_________ $______________ $__________________ $__________________ 4 Road Cores (Including Aggregate Depths)EA $__________________ 12 Consultant Coordination HR 4 3 Staking and Utility Clearance LS 1 $______________ $__________________10 Sieve-Hydrometer Analysis 1 1 $______________ $__________________ ITEM NO. ITEM UNITS QUANTITY UNIT PRICE Project Management and Engineering LS 2 Mobilization LS 1 $______________ EA EA 21 $_____________________ TOTAL PRICE $__________________ 6 2 $______________ $__________________ 44 $______________ $__________________ 8 Gradation Test Bore (Including Core) -10 foot depth 7 Bore (Including Core) -6 foot depth EA 19 $______________ $__________________ Geotechnical Quantities 9 12 $______________ $__________________ 11 Evaluation, Reporting, & Analysis LS 1 $______________ $__________________ 5 Bore (Including Core) - 14.5 foot depth EA 280 City Council Item April 13, 2026 Item Resolution 2026-XX: Grant agreement with MCES for municipal Infiltration/Inflow File No.PW254 I&I Item No: D.14 Agenda Section CONSENT AGENDA Prepared By Mackenze Grunig, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution authorizing the City to finalize a Grant Agreement with Metropolitan Council Environmental Services for the 2023 MCES Municipal Infiltration/Inflow Grant Program." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY The Metropolitan Council was awarded funding through the State of Minnesota to provide grants to communities for capital improvements to public wastewater infrastructure to reduce inflow and infiltration (I/I) into the Council’s metropolitan sanitary sewer disposal system. This agreement is for reimbursement of costs for the City's efforts to mitigate I/I over the past couple of years. The agreement is due by May 1, 2026. BACKGROUND Infiltration and inflow (I/I) refers to "clean" water entering the sanitary sewer system. Since all of the 281 flow that enters the sanitary sewer system ultimately gets conveyed to the MCES wastewater treatment plants, the quantity of the flow has a direct relationship with conveyance and treatment costs. The city pays for all of the flow into the sanitary sewer system we discharge into the MCES system, and therefore, paying for actual sanitary waste, rather than "clean" water, is a major priority. The yearly fee we pay to the MCES is the single largest line item in the sanitary sewer fund and greatly affects the rates we pass onto our residents. DISCUSSION This program was initiated in 2023, and we are at the point in time where we are allowed to submit our agreement and costs for reimbursement. BUDGET The reimbursement amount the city will receive for our I/I efforts over the last two years of capital projects is approximately $307,000. RECOMMENDATION Staff recommends the City Council adopts a resolution authorizing the execution of the Grant Agreement with MCES. ATTACHMENTS Resolution_2026-XX-_MCES_I_I_GRANT 2023 II Grant Program LOI 282 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING THE CITY TO ENTER INTO A GRANT AGREEMENT WITH THE METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES FOR THE 2023 MCES MUNICIPAL INFILTRATION/INFLOW GRANT PROGRAM WHEREAS, the MN State Legislature approved a total of $12.0M in grant funding for Met Council’s Municipal I/I grant program; And WHEREAS, all eligible cities, including Chanhassen, were given an opportunity to receive matching fund dollars for I/I mitigation; And WHEREAS, the MCES’s estimate of Chanhassen’s grant funding is $307,270.00 based on the Letter of Intent sent February 5, 2024, but could increase or decrease based on the completed projects from other cities eligible for the grant program; And WHEREAS, staff submitted 3 projects (City Project No’s. 24-01, 24-02, & 25-01) which completed approximately $857,558.20 of eligible work during the eligible project work dates of 1/1/2024 through 12/31/2025. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, that the city is authorized to enter into a grant agreement with the Metropolitan Council Environmental Services for the 2023 MCES Municipal Infiltration/Inflow (I/I) Grant Program, and that the Public Works Director is authorized to sign the agreement and any amendments on behalf of the city. Passed and adopted by the Chanhassen City Council this 13th day of April, 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 283 DATE: TO: FROM: SUBJECT: February 5, 2024 Charles Howley, Director of Public Works / City Engineer Chanhassen 7700 Market Blvd, P.O. Box 147 Chanhassen, MN 55317 Matt Gsellmeier, MCES I/I Grant Administrator 2023 II Grant Program Letter of Intent Thank you for applying to the 2024 State Bond Funded Municipal Inflow and Infiltration (I/I) Grant Program. This non-binding letter of intent confirms receipt of your citys application and approval to participate per the Metropolitan Councils approved program design and guidelines. The program design and guideline details, along with the draft agreement that must be entered with the Metropolitan Council, can be found at the following link under Inflow/Infiltration Grant Programs: https://metrocouncil.org/Wastewater-Water/Funding-Finance/Available-Funding-Grants.aspx Preliminary Non-binding Grant Estimates Estimated Based on Preliminary Minimum Allocation (PMA) Final Reimbursement Amount (FRA) Preliminary project description and projected cost estimates in city’s application City’s application, the amount available for funding, and prior year’s reimbursement percentages Please be advised that these are preliminary non-binding estimates and that each participant’s final FRA depends upon the actual and eligible project work submitted per approved guidelines. PMA and FRA will be calculated simultaneously for all participants upon receipt of documentation verifying a project costs. Should a city not complete a project with I/I eligible work, or complete with insufficient eligible work, PMA and FRA will be adjusted accordingly. Contingent upon availability of funding, cities may be eligible for additional funding should they complete a project(s) with more I/I eligible work than described in their application. Important Dates MCES sends Letter of Intent to program participants Cities provide descriptions and pay claims for completed projects MCES makes FRA determination, distributes grant agreements MCES will process reimbursement upon receipt of signed agreement and commits to sending semi-annual grant notices to all participants throughout the program. These notices will serve as both reminders of participation and solicitations for changes in participant contact, projects, or other relevant information. $50,000 $307,270 February 29, 2024 March 31, 2026 May 1, 2026 Grant Amount 284 Documentation submitted to MCES at project completion to verify eligibility and calculate both PMA and FRA must include the following: • Completion and submission of MCES provided cost verification form • A city resolution authorizing participation in the grant program • Certification (notarized) confirming ownership or easements for locations where work was completed • Invoices substantiating cost of work completed. • Description of work, along with description or map of locations This letter is a commitment to enter into a legally binding grant agreement upon verification that grant program guidelines and requirements have been met. It is not a legally binding document that confirms funding. MCES appreciates and is committed to your participation in this program designed to assist our stakeholders in the mitigation of excess inflow and infiltration into the metropolitan disposal system. MCES appreciates and is committed to your participation in this program designed to assist our stakeholders in the mitigation of excess inflow and infiltration into the metropolitan disposal system. Please direct your questions or concerns to: Ned Smith, MCES, Director of Pretreatment and Finance Leisa Thompson, MCES General Manager Matt Gsellmeier, MCES I/I Grant Administrator 390 Robert Street North St. Paul, MN 55101 17633670264 matthew.gsellmeier@metc.state.mn.us 285 City Council Item April 13, 2026 Item Resolution 2026:XX: Approve Year-End Transfers File No.Item No: D.15 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts the resolution to approve the fund transfers for the fiscal year 2025." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Each year as finance staff works on audit preparation and the annual financial report, we recommend several fund transfers that were budgeted and also identify non-budgeted transfers that are needed. Staff recommends the City Council approve the transfers for the fiscal year 2025 as listed in the attached resolution. The non-budgeted transfers include two fund closeouts and two transfers that have been planned for the Civic Campus fund. BACKGROUND DISCUSSION 286 BUDGET RECOMMENDATION Staff recommends the City Council adopt the resolution approving the fiscal year 2025 fund transfers. ATTACHMENTS Resolution Approving Transfers for FY 2025 287 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2024 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING FUND TRANSFERS FOR FISCAL YEAR 2025 WHEREAS, the Chanhassen City Council adopted the fiscal year 2025 budget on December 9, 2024 which included several fund transfers; and WHEREAS, staff has identified additional transfers and changes to make; and WHEREAS, staff recommends the following transfers for the fiscal year 2025 as listed in the table below. Transfer from Fund Transfer to Fund Purpose Amount Grants Fund General Fund Budgeted - Public Safety Aid $300,000.00 Cable TV Fund Civic Campus Fund Planned Project Transfer $125,000.00 Park Development Fund Civic Campus Fund Planned Project Transfer $300,000.00 2024A GO CIP Bond Fund Civic Campus Fund Close out portion of fund for Capitalized Interest $18,036.94 Cable TV Fund General Fund Budget – Communications Expenses $30,000.00 Hwy 101 Proj Fund PMP Fund Close out Hwy 101 Proj Fund to PMP Fund $89,987.64 2009A GO Refunding Debt Fund Permanent Revolving Debt Fund Close out Fund 368 to Fund 300 $44,365.53 2009A GO Refunding Debt Fund 2024A GO CIP Bond Fund Budgeted transfer for debt service $381,919.00 Total $1,289,309.11 288 2 BE IT RESOLVED, that the Chanhassen City Council approves the following transfers effective December 31, 2025. Transfer from Fund Transfer to Fund Purpose Amount Grants Fund General Fund Budgeted - Public Safety Aid $300,000.00 Cable TV Fund Civic Campus Fund Planned Project Transfer $125,000.00 Park Development Fund Civic Campus Fund Planned Project Transfer $300,000.00 2024A GO CIP Bond Fund Civic Campus Fund Close out portion of fund for Capitalized Interest $18,036.94 Cable TV Fund General Fund Budget – Communications Expenses $30,000.00 Hwy 101 Proj Fund PMP Fund Close out Hwy 101 Proj Fund to PMP Fund $89,987.64 2009A GO Refunding Debt Fund Permanent Revolving Debt Fund Close out Fund 368 to Fund 300 $44,365.53 2009A GO Refunding Debt Fund 2024A GO CIP Bond Fund Budgeted transfer for debt service $381,919.00 Total $1,289,309.11 PASSED AND ADOPTED by the Chanhassen City Council this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 289 City Council Item April 13, 2026 Item Resolution 2026-XX: Approve Interfund Loans for the Fiscal Year 2025 File No.Item No: D.16 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts the resolution to approve Interfund Loans for the Fiscal Year 2025." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Each year, the city submits its Annual Comprehensive Financial Report (ACFR) to the Government Finance Officers Association (GFOA) for its Excellence in Financial Reporting Program. One of the requirements of the program is that any cash balance deficits in individual funds be eliminated by either an interfund transfer or an interfund loan effective at year-end. For 2025, the City has two funds with cash balance deficits at year-end: Pavement Management Program Fund $-6,194,058.23 Surface Water Management Fund $-1,409,981.67 Staff proposes temporary interfund loans as follows: Pavement Management Program Fund $6,195,000.00 From General Fund Surface Water Management Fund $1,410,000.00 From Sewer Fund 290 The interfund loans would not bear interest and will mature on December 31, 2026. The Pavement Management Program Fund will receive about $2.5 million from Carver County for the Galpin Blvd project within the next month. The remaining deficit in the fund will be resolved over the next few years as the City transitions from full reconstruction projects to less costly reclamation projects. Staff is recommending that the temporary interfund loan of $1,060,000 from the Water Fund to the Surface Water Management Fund from fiscal year end 2024 also be extended. The Surface Water Management Fund will have an ongoing cash deficit for several years, but with planned rate increases it will become solvent by 2033. Staff is also recommending that the temporary interfund loan of $21,000 from the General Fund to TIF 12 Fund be extended for another year but reduced to $6,000. This is expected to be the last year this fund will be in deficit. Staff recommends council approval of the attached resolution for the interfund loans. BACKGROUND DISCUSSION BUDGET RECOMMENDATION Staff recommends the City Council adopt a resolution approving the interfund loans for the fiscal year 2025. ATTACHMENTS Resolution Approving Interfund Loans for Financial Reporting FY2025 291 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING INTERFUND LOANS FOR FINANCIAL REPORTING FOR FISCAL YEAR 2025 WHEREAS, for purposes of the City’s 2025 Annual Comprehensive Financial Report (ACFR), all cash balance deficits in individual funds must be eliminated by either an interfund transfer or an interfund loan effective December 31, 2025; and WHEREAS, the Pavement Management Project Fund has a cash balance deficit for the year- ended 2025 of $6,194,058.23; and WHEREAS, the Surface Water Management Fund has a cash balance deficit for the year-ended 2025 of $1,409,981.67; and WHEREAS, the Surface Water Management Fund had a temporary interfund loan from the Water Fund for the year-ended 2024 of $1,060,000.00 that staff recommends renewing; and WHEREAS, the TIF #12 Fund had a temporary interfund loan of $21,000 for the year ended 2024 that staff recommends renewing for $6,000; and WHEREAS, staff recommends the following temporary interfund loans for the fiscal year 2025 as listed in the table below. Interfund Loan from Fund Interfund Loan to Fund Amount General Fund Pavement Management Project Fund $6,195,000 General Fund TIF #12 $6,000 Water Fund Surface Water Management Fund $1,060,000 Sewer Fund Surface Water Management Fund $1,410,000 NOW, THEREFORE, BE IT RESOLVED, BY THE CITY COUNCIL OF CHANHASSEN, MINNESOTA AS FOLLOWS: 1. Interfund Loans: Interfund loans (the “Loans”) shall be made from the funds listed below to be repaid from bond proceeds or other sources to the funds below as follows: Interfund Loan from Fund Interfund Loan to Fund Amount General Fund Pavement Management Project Fund $6,195,000 General Fund TIF #12 $6,000 Water Fund Surface Water Management Fund $1,060,000 Sewer Fund Surface Water Management Fund $1,410,000 2. Terms: The Loans shall not bear interest and shall mature on December 31, 2026. 3. Note: The Loans shall not be evidenced by a note or writing other than this resolution. 292 PASSED AND ADOPTED by the Chanhassen City Council this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 293 City Council Item April 13, 2026 Item Resolution 2026-XX: Authorize Submission for Carver County Community Development Agency Community Growth Partnership Initiative (CGPI) Technology Assistance Grant Application File No.Item No: D.17 Agenda Section CONSENT AGENDA Prepared By Sam DiMaggio, Economic Development Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council adopts the Resolution Authorizing Submission for Carver County Community Development Agency Community Growth Partnership Initiative (CGPI) Technology Assistance Grant Application." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY City Staff identified the Carver County Community Development Agency’s (CDA) Community Growth Partnership Initiative (CGPI) Technology Assistance Grant Program as a strong funding opportunity to help offset the ongoing cost of SourceLink Pro, the Client Relationship Management (CRM) System used by the city to support its economic development efforts. BACKGROUND SourceLink Pro is a cloud-based system designed specifically for economic development and entrepreneurial support, enabling staff to track business interactions, manage development leads, coordinate partners, and report on economic outcomes. Because this is a matching grant program, if awarded, the CDA would fund 50 percent of the annual subscription cost, with the remaining 50 percent 294 provided through the City's Economic Development operating budget. Continued use of SourceLink Pro centralizes business engagement data, enhances customer service, and strengthens the city's ability to monitor development activity and advance its strategic economic development goals. The CDA has confirmed that annual subscriptions already executed are eligible for this grant funding. The annual subscription cost is $1,750. The grant, if awarded, would cover $875 of that cost. DISCUSSION BUDGET RECOMMENDATION Staff recommends the adoption of the attached resolution. ATTACHMENTS Resolution - CGPI Technology Assistance Grant Application 2026 2026 CGPI TECHNOLOGY ASSISTANCE APPLICATION.CHAN 295 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 _____________RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING THE SIGNATURE OF THE APPLICATION TO THE CARVER COUNTY COMMUNITY DEVELOPMENT AGENCY FOR A GRANT FUNDING THROUGH THEIR COMMUNITY GROWTH PARTNERSHIP INITIATIVE WHEREAS, the City of Chanhassen has identified a proposed project within the city that meets the Carver County Community Development Agency (“ CDA”) Community Growth Partnership Initiative Grant (“CGPI”) program’s purpose and criteria; and WHEREAS, the City of Chanhassen has identified economic development technology tools and systems to improve its ability to attract industry and support economic growth; and WHEREAS, the City of Chanhassen has the capacity and capability to ensure the proposed technological assistance will be completed and administered within the CGPI guidelines; and WHEREAS, the City of Chanhassen has the legal authority to apply for financial assistance; and WHEREAS, the City of Chanhassen is supportive of affordable housing and of the CDA’s mission to improve the lives of Carver County residents through affordable housing and community development. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen approves the application for funding from the Carver County CDA Growth Partnership Initiative Grant program. BE IT FURTHER RESOLVED that if the application is approved by the Carver County CDA, the City of Chanhassen, the Community Development Director, Eric Maass, is hereby authorized to execute such agreements as are necessary to receive and use the funding for the proposed project. 296 PASSED AND ADOPTED by the Chanhassen City Council on this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 297 CARVER COUNTY COMMUNITY DEVELOMENT AGENCY COMMUNITY GROWTH PARTNERSHIP INITIATIVE (CGPI) TECHNOLOGY ASSISTANCE GRANT APPLICATION The CDA reserves the right to seek additional information after initial review of the application. Page 1 of 3 I. APPLICANT INFORMATION Applicant Organization: Contact Name: Address: Phone Number: Email: Authorized representative for execution of contract(s): Name: Title: Project Request Name of Project: Amount of funding request: $ Total Project costs: $ II. TECHNOLOGY ASSISTANCE PROJECT INFORMATION Technology Type: Site Selection Software Digital Marketing Tools Business Intelligence/Economic Data Systems Other: Describe the specific technology you are purchasing. Include the vendor’s name and the primary functions of the software. 298 CARVER COUNTY COMMUNITY DEVELOMENT AGENCY COMMUNITY GROWTH PARTNERSHIP INITIATIVE (CGPI) TECHNOLOGY ASSISTANCE GRANT APPLICATION The CDA reserves the right to seek additional information after initial review of the application. Page 2 of 3 Describe the city/township’s goals and needs for the software. Please explain why the software is needed. Who will lead the upkeep efforts of this software (i.e. City, Third-Party, etc.)? How will the city/township fund the ongoing subscription or maintenance costs? Estimated time for software implementation? Provide details of funding sources for the technology/software. Source of Funds Amount Committed Pending $ $ Total: $ 299 City Council Item April 13, 2026 Item Ordinance XXX: Amending Chapters 1 and 20, Updating Sign Definitions and Regulations File No.Item No: D.18 Agenda Section CONSENT AGENDA Prepared By Rachel Arsenault, Associate Planner Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the ordinance as proposed to amend the sign code and associated definitions." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The sign code ordinance was brought to the Planning Commission for discussion and public hearing on March 3rd. Staff received feedback that prompted updates to the proposed ordinance, and they brought the updated proposal back to the Planning Commission on April 7th for continued discussion and a second public hearing. The proposed sign code ordinance has been previously reviewed by City Council for feedback at two work sessions. Staff has been working on the sign code ordinance to ensure compliance with federal law, clarify language, create efficiencies, and update it to reflect the downtown design guidelines. Conformance with federal law is achieved by updating definitions, removing unlawful regulations, and regulating based on construction rather than content. Staff has clarified language by removing outdated definitions and ensuring proper definitions for the code ordinance amendments. Staff is proposing to create efficiencies by removing temporary sign permits that, based on permit data, contain repetitive 300 requests. The proposed ordinance includes changes to implement the downtown design guidelines. Staff would like to clarify that the images shown within the definition portion of the ordinance are larger than what would be officially published and that the size shown in the attachments is due to software limitations. BACKGROUND The current sign ordinance can be found in Article 20-XXVI of the zoning code. The sign regulations were written in 1995, amended multiple times since, most recently in 2022. Updating the sign code was a part of the Planning Department work plan for 2025. City staff has mailed a public hearing notice to the official newspaper for this public hearing at the March 3 Planning Commission meeting and the April 7 Planning Commission meeting. Updates to the proposed ordinance amendment based on planning commission and public hearing feedback include the following: Expanded the ability to utilize canopy signs and projecting signs to all commercial districts, not just the downtown zoning district. Added a definition for "window covering". Modified window sign regulations to allow 50% of the total number of a business' windows to be utilized for window signs, but each window sign may occupy no more than 50% of that individual window. Entry doors are exempt from the window count calculation and the window sign percentage. DISCUSSION The Planning Commission discussion during their meeting on April 7th centered on the following: Providing a definition for "window covering" in addition to "window sign". Expanding the option of awning and projecting signs to the neighborhood business, fringe business, office and institutional, highway business, and general business zoning districts in addition to the central business district. Refining window sign regulations. Previous versions of the ordinance proposed limiting window sign size to 6 square feet. The updated ordinance proposed that 50% of a business's windows could display window signs, with each sign occupying up to 30% of the window area. The Planning Commission ultimately recommended that the window sign may occupy up to 50% of the window area for windows with signage. Lawful nonconforming status. The Planning Commission was split 4-1 on how lawful non- conforming signs should be treated under the ordinance, with the majority believing that when a sign is replaced in its entirety, it should be required to come into compliance with the ordinance in effect. Common maintenance would not require complete conformity. Two members of the public attended and spoke during the public hearing. Public comment included the need for the sign ordinance to be mindful of business needs and the importance of signs to businesses. In particular, it was noted that the window coverings at liquor stores are prevalent. Staff noted that window signs do not currently require permits and that while the ordinance has regulations for window signs, it is common for window signs, especially those used at liquor stores, to not be in compliance with existing city code. The city's code enforcement practice is to respond to complaints, and since no complaints have been made, city staff have not pursued window sign violations. 301 BUDGET RECOMMENDATION The Chanhassen Planning Commission recommended approval on a 4-1 vote of the proposed sign ordinance amendment. ATTACHMENTS Sign Code Ordinance Public Comment Summary Ordinance Amendment 302 Page 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA, ORDAINS: SECTION 1: AMENDMENT to Chanhassen City Code, Chapter 1, Definitions and Chapter 20, Zoning of the Chanhassen City Code Related to sign ordinance. A M E N D M E N T Sec 1-2 Rules Of Construction And Definitions In the construction of this Code and of all ordinances, the rules and definitions set out in this section shall be observed unless such construction would be inconsistent with the manifest intent of the city council. The rules of construction and definitions set out herein, shall not be applied to any section of this Code which shall contain any express provision excluding such construction or where the subject matter of the context of such section may be repugnant thereto. Numbers in parentheses following a definition represent specific chapters of the Code in which a definition applies. General. Words and phrases defined in this section have, when used in this chapter, the meanings given below. Any other word or phrase used in this chapter, and defined in regulations of the Minnesota Pollution Control Agency Noise Pollution Control Rules Chapter 7030, has the meaning given in those regulations. Generally. All general provisions, terms, phrases and expressions contained in this Code shall be liberally construed in order that the true intent and meaning of the city council may be fully carried out. In the interpretation and application of any provision of this Code, they shall be held to be the minimum requirements adopted for the promotion of the public health, safety, comfort, convenience and general welfare. Where any provision of the Code imposes greater restrictions upon the subject matter than the general provision imposed by the Code, the provision imposing the greater restriction or regulation shall be deemed to be controlling. Abandoned vehicle means a vehicle, as defined below, that has remained for a period of more than 48 hours on public property illegally or lacking vital component parts, or does not have a current license, or has remained for a period of more than 48 hours on private property without consent of the person in control of such property or in an inoperable condition such that it has no substantial potential further use consistent with its usual functions unless it is kept in an enclosed garage or storage building. "Abandoned vehicle" also means a motor vehicle voluntarily surrendered by its owner to the city. A classic car or pioneer car, as defined in M.S. § 168.10, shall not be considered an abandoned vehicle. Vehicles on the premises of junkyards and automobile graveyards, which are defined, maintained and licensed in accordance with M.S. § 161.242, or which are licensed and maintained in accordance with local laws and 303 Page 2 Sign means any object, device, display or structure, or part thereof situated outdoors, or visible through a window or door, which is used to advertise, announce, identify, display, direct or attract attention to an object, person, institution, organization, business, commodity, product, service, event or location, by means, including words, letters, figures, design, symbols, fixtures, pictures, illumination or projected images. (20) Sign, advertising means any sign which directs attention to a business, commodity, service, activity or entertainment not conducted, sold or offered upon the premises where such a sign is located. (20) Sign, awning means a sign located on a temporary hood or cover that projects from the wall of a building., and which can be retracted, folded or collapsed against the face of the supporting building. Awning may extend in any required yard setback a maximum of five feet (2.6 feet in the supplementary regulations). (20) 304 Page 3 Sign, banner means a sign which is made out of a paper, cloth or plastic-like consistency, affixed to a building, vehicle, poles or other supporting structures by all four corners. (20) Sign, bulletin board means a sign which identifies an institution or organization on the premises of which it is located and which contains the name of the institution or organization, the names of individuals connected with it, and general announcements, of events or activities occurring at the institution or similar messages. (20) Sign, business means a sign which directs attention a business or profession conducted, or to a commodity or service sold, offered or manufactured, or to an entertainment offered on the premises where the sign is located. Sign, business directory means a sign which identifies multiple tenants within a property of grouping of properties. the names of specific businesses located in a shopping center, medical center or commercial, industrial or office development project which is located on the premises or entrance of the center or development so identified. (20) 305 Page 4 306 Page 5 Sign, campaign means a temporary sign announcing, promoting or supporting political candidates or issues in connection with any national, state or local election. (20) Sign, canopy means any sign that is affixed to a projection or extension of a building or structure of a building, erected in such a manner as to provide a shelter or cover over the approach to any entrance of a store, building or place of assembly. Plastic or structural protective cover over a door entrance, window or outdoor service area. (20) 307 Page 6 Sign, changeable copy means a sign or portion thereof with characters, letters or illustrations that can be changed or rearranged without altering the face or the surface of the sign. (20) Sign, construction means a temporary sign erected on the premises on which construction is taking place, during the period of such construction, indicating the names of the architects, engineers, landscape architects, contractors or similar artisans, and the owners, financial supporters, sponsors, and similar individuals or firms having a role or interest with respect to the situation or project. (20) Sign, development identification means a permanent ground, low profile sign which identifies a specific residential, industrial, commercial or office development and which is located on the premises of the development which it identifies. (20) Sign, directional means a sign erected on private property for the purpose of directing pedestrian or vehicular traffic onto or about the property upon which such sign is located, including signs marking entrances and exits, circulation direction, parking areas and pickup and delivery areas. (20) 308 Page 7 Sign, display area means the area within a single continuous perimeter enclosing the extreme limits or the actual sign message surface, including any structural elements outside the limits of each sign forming an integral part of the sign. The stipulated maximum sign display area for a sign refers to a single facing. (20) 309 Page 8 Sign, electronic message center (EMC) means a sign or portion of a sign that displays electronic, nonpictorial text information in which each alpha-numeric character or symbol is defined by a small number of matrix elements using different combinations of light emitting diodes (LED's), fiber optics or other illumination devised within the display area. The characters for the copy or script shall be only that available on a standard word processing keyboard, and shall not include graphics, pictures or other items. Electronic changeable copy signs include computer programmable, microprocessor-controlled electronic displays and messages that are projected onto building or other objects. Motor fuel price signs are not considered to be EMC signs. (20) Sign, festive flag/banner means a flag or banner constructed of cloth, canvas or light fabric that is hung from a light pole. The flag/banner shall contain no advertising except for cultural events, special holidays/seasons, etc. (20) 310 Page 9 Sign, flag means any fabric banner used as a symbol of a government, political, subdivision or other identity/corporation. Corporation flags shall not exceed 12 square feet and may be flown in tandem with the state or national flag. The size of the state or national flag shall not exceed 100 square feet. (20) Sign, flashing means any directly or indirectly illuminated sign which exhibits changing natural or artificial light or color effects by any means whatsoever. (20) Sign, freestanding/pole/pylon means any nonmovable sign not affixed to a building but erected upon a pole, post or other similar support so that the bottom edge of the sign display area is eight feet or more above the ground elevation. (20) Sign, governmental means a sign erected and maintained pursuant to and in discharge of any governmental functions, or required by law, ordinance or other governmental regulation. (20) Sign, ground low profile business means a business sign affixed directly to the ground, which directs attention to a business, commodity, service or product offered on the premises. (20) Sign, holiday decoration means a temporary sign in the nature of decorations, clearly incidental to and customarily and commonly associated with any national, local or religious holiday. (20) Sign, home occupation means a sign containing only the name and occupation of a permitted home occupation not to exceed two square feet. This is also a nameplate sign. (20) Sign, illuminated means a sign lighted by or exposed to artificial lighting, either by lights on or in the sign or directed towards the sign. (20) Sign, informational means a sign containing descriptions of major points of interest, government institutions or other public services such as hospitals, sports facilities, etc. (20) Sign, institutional means a sign that is owned by a government entity or school. which identifies the name and other characteristics of a public or private institution of the site where the sign is located. (20) 311 Page 10 Sign, integral means a sign constructed as to be an integral portion of the building of which it forms a part. (20) Sign, integral roof means any sign erected or constructed as an integral or essentially integral part of a normal roof structure of any design, such that no part of the sign extends vertically above the highest portion of the roof and such that no part of the sign is separated from the rest of the roof by a space of more than six inches. (20) 312 Page 11 Sign, marquee means a sign which is mounted, painted on, or attached to any projection or extension of a building that is designated in such a manner as to provide shelter or cover over the approach to any entrance of the building. (20) Sign, menu board Drive-through means a sign located adjacent to the drive-through lane that is used to advertise the product available at a fast-food restaurant. (20) Sign, motion means any sign or part of a sign which changes physical position by any movement or rotation of which gives the visual impression of such movement or rotation. (20) Sign, monument means a sign directly affixed to the ground. Sign, nameplate means a sign, located on the premises which bears the name and/or address of the occupant of the building or premises. (20) Sign, nonconforming means a sign that does not conform to the requirements of chapter 20 of this Code. (20) Sign, off-premises means an advertising sign which directs attention to a use, product, commodity or services not related to the premises on which it is located. (20) Sign, on-premises means a sign which directs attention to a business, commodity, product, use, service or other activity which is sold, offered or conducted on the premises upon which the sign is located. (20) Sign, pickup means a sign not attached to a building that designates a specific area of a parking lot for the pickup and loading of goods purchased in advance. Sign, portable means a sign designed so as to be movable from one location to another, and that is not permanently affixed to a building, structure, or the ground including, but not limited to, signs designed to be transported by means of wheels, sign converted to A-Frames, menu and sandwich board signs, and signs attached to or painted on vehicles parked and visible from 313 Page 12 the public right-of-way unless said vehicle is used in the normal day-to-day operations. (20) Sign, Portable A-Frame means a sign not affixed to a structure or ground, self-standing, constructed of two panels hinged at the top. Sign, Public/Community means a sign on a property owned or leased by a governmental unit and operated by a governmental unit. Sign, private sale or event means a temporary sign advertising private sales or personal property such as a house sale, garage sale and the like or private nonprofit events such as picnic, carnival, bazaar, game night, art fair or craft show. (20) Sign, projecting means a sign that is wholly or partly dependent upon a building for support and which projects more than 12 inches from such building. (20) Sign, real estate means a sign pertaining to the sale or lease of the premises, or a portion of the premises, on which the sign is located. (20) Sign, roof means a sign that is mounted on the roof of a building or which is wholly dependent upon a building for support and which projects above the roof line of a building with a flat roof, the eave line of a building with a gambrel, gable or hip roof or the deck line of a building with a mansard roof. (20) 314 Page 13 Sign, site signage means a sign located on the exterior of a structure or the grounds of a property, excluding the permitted wall/canopy signs for the building. Sign, temporary means a sign designed or intended to be displayed for a short period of time. This includes, but is not limited to, items such as banners, pennants, flags, beacons, sandwiches or balloons or other air- or gas-filled figures. (20) Sign, wall means a sign attached to or erected against the wall of a building or structure with the exposed face of the sign in a plane approximately parallel to the face of the wall., and which does not project more than 12 inches from such building or structure. Wall signs shall not include product advertising. Wall signs shall include tenant identification, tenant logo, center name, or any combination of the three. (20) Sign, window means sign, pictures, symbols, words or combination thereof, designed to communicate information about an activity, business, commodity, event, sale or service, measured to include only the extreme limits of the content, that is placed inside a window or upon the window panes or glass and is visible from the exterior of the window. (20) Signature, subscription. A signature or subscription includes a mark when the person cannot write, provided that the person's name is written near such mark and is witnessed by a person who writes his own name as witness. (1) Significant historic site means any archaeological site, standing structure, or other property that meets the criteria for eligibility to the National Register of Historic Places or is listed in the state register of historic sites, or is determined to be an unplatted cemetery that falls under the provisions of M.S. § 307.08. A historic site meets these criteria if it is presently listed on either 315 Page 14 register or if it is determined to meet the qualifications for listing after review by the Minnesota State Archaeologist or the Director of the Minnesota Historical Society. All unplatted cemeteries are automatically considered to be significant historic sites. (20) Significant tree means any healthy tree species measuring five inches or more DBH; (20) Single-family dwelling. See Dwelling, single-family. Single-user tower. See Tower, single-user. Site distance triangle means no sign or sign structure shall be closer to any lot line than a distance equal to one-half the minimum required yard setback. No sign shall be placed within any drainage or utility easement. Sign shall not block site distance triangle from any private drive or access. Signs shall not be located in any site distance triangle 30 feet from the point of intersection of the property line. (20) Site furnishings means any structure, other than buildings, visible from any public way, and any street hardware located in streets and public ways and outside of buildings. Site furnishings include, but are not limited to, signs, decorative paving treatments, fences, walls, railings, artwork, transformers, utility access boxes, lighting standards and arrays, and other visible site appurtenances. (20) Slope, steep. See Steep slope. Slow—No wake means operation of a watercraft at the slowest possible speed necessary to maintain steerage and in no case greater than five miles per hour. (6) Small brewer is a brewery that produces less than 20,000 barrels of malt liquor in a year. Wetland Conservation Act (or WCA) means the Wetland Conservation Act of 1991, as amended (M.S. § 103F.612 et seq.), and the accompanying rules of the Minnesota Board of Water and Soil Resources (Minnesota Rules Chapter 8420, as amended). (20) Wetland delineation means a boundary between jurisdictional wetland and nonwetland based on the 1987 Corps of Engineers Wetlands Delineation Manual. Acceptable wetland delineations shall be no more than three years old, unless accompanied by documentation demonstrating: (a) The delineation has been reviewed in the past three years by a person trained and experienced in the application of the 1987 Corps of Engineers Wetlands Delineation Manual; and (b) The delineation is still accurate or has been revised to reflect existing site conditions. Wetland delineation report means a report containing a brief site narrative, maps of the site and all pertinent data sheets that document the establishment of a wetland delineation. Wholesale nursery means an enterprise which conducts the wholesale of plants grown on-site as well as accessory items directly related to their care and maintenance (but not including power equipment such as gas or engine lawnmowers and farm implements). (20) 316 Page 15 Wholesale trade means an establishment or place of business engaged in selling merchandise to retailers; to industrial, commercial, institutional or professional business users, or to other wholesalers; or acting as agents or brokers and buying merchandise for, or selling merchandise to such individuals or companies. (20) Width, lot. See Lot width. Width, street. See Street width. Wild animal means any animal that is wild, ferocious or vicious by nature, habit, disposition or character. Animals in this category include, but are not limited to, any ape, [including chimpanzee, gibbon, gorilla, orangutan, or siamang], baboon, bear, bison, bobcat, cheetah, crocodile, coyote, deer, [including all members of the deer family such as elk, antelope and moose], elephant, fox, hippopotamus, hyena, jaguar, leopard, lion, lynx, monkey, puma, also known as cougar, mountain lion or panther, rhinoceros, any snake which is poisonous or any constrictor snake, snow leopard, tiger, wolf, or hybrid mix of any of the wild animals such as wolf/dog mixes. Wind energy conversion system or (WECS) means any device that is designed to convert wind power to another form of energy such as electricity or heat (also referred to by such common names as wind charger, wind turbine and windmill). (20) Window, covering, including but not limited to vinyl, cling, or mounted surfaces that covers all or a portion of the windowpane to block the view into a building. Window sign. See Sign, window. (Ord. No. 234, § 1, 2-27-95; Ord. No. 324, § 1, 7-9-01; Ord. No. 355, § 1, 11-8-03; Ord. No. 390, § 1, 3-14-05; Ord. No. 395, §§ 1, 2, 5-9-05; Ord. No. 405, § 1, 12-12-05; Ord. No. 413, § 1, 2-13-06; Ord. No. 427, §§ 1—3, 9-25-06; Ord. No. 440, § 1, 2-12-07; Ord. No. 448, §§ 1, 2, 5-14-07; Ord. No. 480, § 1, 6-22-09; Ord. No. 481, § 1, 8-10-09; Ord. No. 506, §§ 1, 2, 6-28-10; Ord. No. 512, § 1, 11-22-10; Ord. No. 574, § 1, 10-22-12; Ord. No. 595, §§ 1, 2, 5- 12-14; Ord. No. 611, § 1, 12-14-15; Ord. No. 619, § 1, 2-27-17; Ord. No. 621, § 1, 5-8-17; Ord. No. 628, § 1, 12-11-17; Ord. No. 632, § 1, 6-11-18; Ord. No. 636, § 1, 12-10-18; Ord. No. 661, § 1, 10-12-20; Ord. No. 662, § 1, 12-7-20) State law reference(s)—Interpretation of statutes generally, M.S. § 645.001 et seq. SECTION 2: AMENDMENT “Sec 20-1251 Purpose And Findings” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1251 Purpose And Findings (a) Purpose. The purpose of this sign ordinance is intended to establish an effective means of communication in the city, maintain and enhance the aesthetic environment and the 317 Page 16 city's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: (1) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; (2) Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; (3) Ensure that signs do not create safety hazards; (4) Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; (5) Preserve and protect property values; (6) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; (7) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. (b) It is not the purpose or intent of this of this sign ordinance to regulate the message displayed on any sign; nor is it the purpose or intent of this ordinance to regulate any building design or any display not defined as a sign, or any sign that cannot be viewed from outside a building. (c) Signs containing noncommercial speech are permitted anywhere that advertising or business signs are permitted, subject to the same regulations applicable to such signs. (d) Findings. The city finds it is necessary for the promotion and preservation of the public health, safety, welfare and aesthetics of the community that the construction, location, size and maintenance of signs be controlled. Further the city finds: (1) Permanent and temporary signs have a direct impact on, and a relationship to, the image of the community; (2) The manner of installation, location and maintenance of signs affects the public health, safety, welfare and aesthetics of the community; (3) An opportunity for a viable identification of community business and institutions must be established; (4) The safety of motorists, cyclists, pedestrians and other users of public streets and property is affected by the number, size, location and appearance of signs that unduly divert the attention of drivers; (5) Installation of signs suspended from, projecting over, or placed on the tops of buildings, walks or other structures may constitute a hazard during periods of high winds and an obstacle to effective firefighting and other emergency service; (6) Uncontrolled and unlimited signs adversely impact the image and aesthetic attractiveness of the community and, thereby, undermine economic value and growth; 318 Page 17 (7) Uncontrolled and unlimited signs, particularly temporary signs, which are commonly located within or adjacent to public right-of-way, or are located at driveway/street intersections, result in roadside clutter and obstruction of views of oncoming traffic. This creates a hazard to drivers and pedestrians and also adversely impacts a logical flow of information. (e) Severability. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held to be invalid, such decision shall not affect the validity of the remaining portions of this Ordinance. The city council hereby declares that it would have adopted this Ordinance in each section, subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, or phrases be declared invalid. (Ord. No. 231, § 1, 1-9-95) SECTION 3: AMENDMENT “Sec 20-1253 Variances” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1253 Variances The city council, upon the recommendation of the planning commission, may grant a variance from the requirements of this article where it is shown that by reason of topography or other conditions, strict compliance with the requirements of this article would cause a practical difficulty hardship; provided that a variance may be granted only if the variance does not adversely affect the spirit or intent of this article. Written application for a variance shall be filed with the planning department and shall be supplemented with reproducible copies of the proposed sign. The application shall be processed in conformance with the public hearing requirements dictated for variances in section 20-29. No variance shall be granted by the city council unless it has received the affirmative vote of at least simple majority of the full city council. (Ord. No. 231, § 1, 1-9-95) SECTION 4: AMENDMENT “Sec 20-1254 Permit Generally” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1254 Permit Generally (a) Except as provided in section 20-1255, no sign or sign structure shall be erected, constructed, altered, rebuilt or relocated until a permit has first been issued by the city. (b) The following information for a sign permit shall be supplied by an applicant if requested by the city: (1) Name, address and telephone number of person making application. 319 Page 18 (2) A site plan to scale showing the location of lot lines, building structures, parking areas, existing and proposed signs and any other physical features. (3) Plans, location, specifications, materials, method of construction and attachment to the buildings or placement method in the ground. (4) Copy of stress sheets and calculations. (5) Written consent of the owner or lessee of any site on which the sign is to be erected. (6) Any electrical permit required and issued for the sign. (7) Such other information as the city shall require to show full compliance with this chapter and all other laws and ordinances of the city. Information may include such items as color and material samples. (8) Receipt of sign permit fee as established by the city's annual fee schedule. (9) The planning director, upon the filing of any application for a permit, shall examine such plans, specifications and other data. If the proposed sign complies with this article and other applicable ordinances, the city shall issue a sign permit unless city council approval is required. If city council approval is required, the matter shall be promptly referred to the council for action. Any sign permit application that fails to meet the requirements of this article shall be denied by the city. (Ord. No. 231, § 1, 1-9-95) SECTION 5: AMENDMENT “Sec 20-1255 Signs Allowed Without Permit” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1255 Signs Allowed Without Permit The following signs are allowed without a permit: (a) Political campaign signs. Temporary political campaign signs are permitted according to the following: (1) The sign must contain the name of the person responsible for such sign, and that person shall be responsible for its removal. (2) Signs are not permitted in the public right-of-way, or within the sight triangle. (3) Shall comply with the Fair Campaign Practices Act contained in M.S. § 211B.045. (4) The city shall have the right to remove and destroy signs not conforming to this subsection. (5) Permitted from 46 days before the state primary in a state general election year until ten days following the state general election and 13 weeks prior to any special election until ten days following the special election. (6) No such sign shall be located within 100 feet of any polling site. (7) Sign shall be located on private property with permission of the property owner. 320 Page 19 (b) Directional signs. (1) On-premises signs shall not be larger than four square feet. The maximum height of the sign shall not exceed five feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. (2) Permanent off-premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. Temporary off-premises signs are prohibited, unless otherwise specified in this chapter. (3) On-premises signs for industrially zoned land in excess of 40 acres shall not exceed 12 square feet. The maximum height of the sign shall not exceed five feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties or the general appearance of the site from public right-of-way. No more than four signs shall be allowed per site. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. (c) Community signs or displays which contain or depict a message pertaining to a religious, national, state or local holiday or event and no other matter, and which are displayed for a period not to exceed 40 days in any calendar year. (d) Motor fuel price signs are permitted on the premises of any automobile service station or convenience store selling fuel, only if such signs are affixed to the fuel pumps or are made an integral part of a ground low profile or pylon business sign otherwise permitted in that zoning district. Motor fuel price signs affixed to a fuel pump shall not exceed four square feet in sign display area. When such signs are made an integral part of a freestanding business sign, the sign display area devoted to the price component shall not exceed 30 percent of the total sign display area of the sign. (e) Nameplate or integral signs not exceeding two square feet per building and does not include multi-tenant names. (f) Nonilluminated construction signs confined to the site of the construction, alteration or repair. Such a sign must be removed within one year from the date of issuance of the first building permit on the site, and may be extended until the project is completed. One sign shall be permitted for each street the project abuts. Commercial and industrial signs may not exceed 50 square feet in sign area, and residential construction signs may not exceed 24 square feet in sign area. Where a nonilluminated construction sign and a temporary development project advertising sign are proposed at the entrance to the project, such signage shall be combined on one sign with a maximum sign area of 64 square feet. (g) Signs of a public, noncommercial nature,Iinformational signs erected or required by a governmental entity or agency, including safety signs (O.S.H.A.), directional signs to public facilities, trespassing signs, traffic signs, signs indicating scenic or historical points of interest, memorial plaques and the like. Signs shall not exceed 16 square feet. (h) Rummage (garage) sale signs. Rummage sale signs shall be removed within two days 321 Page 20 after the end of the sale and shall not exceed four square feet. Rummage sale signs shall not be located in any public rights-of-way. The city shall have the right to remove and destroy signs not conforming to this subsection. The city may assess a fee in the amount established in chapter 4 of this Code for sign permits for each sign removed by the city. (i) Temporary development project advertising signs erected for the purpose of selling or promoting any nonresidential project, or any residential project of ten or more dwelling units, located in the City of Chanhassen, shall be permitted subject to the following regulations: (1) Not more than one nonilluminated sign per street frontage, provided that the total number of signs do not exceed two per project. (2) Such signs shall only be located along streets that provide primary access to the project site. (3) Such sign shall be setback at least ten feet from any property line for signs ten feet in height or less, plus one additional foot for each additional foot of sign height. Signs shall be firmly anchored to the ground. (4) No such sign shall be located closer than 100 feet from an existing residential dwelling unit, church, or school which is not a part of the project being so advertised. (5) Such signs shall not be located closer than 100 feet from any other sign located on the same side of the street. (6) Sign display area shall not exceed 64 square feet, and the height of such signs shall not exceed 15 feet. (7) Such signs shall be removed when the project being advertised is sold or leased, or after three years. The planning director may permit a sign for longer than three years if the project being advertised is not sold or leased. (8) Where a nonilluminated construction sign and a temporary development project advertising sign are proposed at the entrance to the project, such signage shall be combined on one sign with a maximum sign area of 64 square feet. (j) Temporary real estate signs which advertise the sale, rental or lease of real estate subject to the following conditions: (1) On-premises real estate signs advertising the sale, rental or lease of the premises upon which the sign is located. a. One nonilluminated sign is permitted per street frontage. b. Sign display area shall not exceed 16 square feet per sign on property containing less than ten acres in area, and 32 square feet per sign on property containing ten or more acres. c. No such sign shall exceed ten feet in overall height, nor be located less than ten feet from any property line. d. All temporary real estate signs shall be removed within seven days following sale, lease or rental of the property. e. Window signs advertising the sale, rental or lease of a building are permitted subject to the conditions of subsection 20-1265(g). (2) Off-premises real estate signs advertising the sale, rental or lease of business and industrial buildings: a. One nonilluminated sign is permitted per building. b. Such signs shall only be permitted in business and industrial districts, 322 Page 21 and on property located within the same subdivision or development as the building being advertised. c. Such signs shall not be located closer than 100 feet from any other such sign located on the same side of the street. d. Sign display area shall not exceed 32 square feet, and the height of such signs shall not exceed ten feet. e. Such sign shall be setback at least ten feet from any property line. f. Such signs shall be removed within seven days following the lease or sale of the building floor space which it is advertising. g. Provide written permission of property owner. (3) Off-premises directional signs which show direction to new residential developments in accordance with the following. The intent of this subsection is to allow short-term signage, for residential development, to familiarize the public with the new development. a. Such sign shall only be permitted along major arterials and collectors as identified in the comprehensive plan. b. Only one sign per corner of an intersection per development shall be permitted. There shall not be more than four signs per intersection. Signs shall not be located in any site distance triangle, measured 30 feet from the point of intersection of the property line. c. Sign display area shall not exceed 32 square feet and the height of such signs shall not exceed ten feet. d. Such sign shall not be located closer than ten feet from any street right-of-way line, and shall be firmly anchored to the ground. e. Written permission must be obtained from the property owner upon whose land the proposed sign is to be located. f. Such sign shall be nonilluminated and kept in good condition. g. Such sign shall be removed 12 months after the sign has been erected. A sign shall be permitted for each phase of a development. h. Signs for home promotions (Parade of Homes, Spring Preview, etc.) shall be limited to four square feet and shall be permitted only for the duration of the event. (k) Off-premises sign for open house, house for sale or rent, parade of homes, etc. Such signs shall be removed within two days after the end of the event and shall not exceed four square feet. The property owner upon which a sign is located shall provide their approval. The signs shall not be located in any public rights-of-way. The city shall have the right to remove and destroy signs not conforming to this section. The city may assess a fee in the amount established in chapter 4 of this Code for sign permits for each sign removed by the city. (l) Employment opportunity signs; (help wanted) which advertise job opportunities for a specific location upon which the sign is located subject to the following conditions: (1) One nonilluminated sign is permitted per street frontage. (2) A banner shall not exceed 100 square feet of display area and must be affixed to the principle structure. 323 Page 22 (3) Freestanding signs shall not exceed 16 square feet of display area and eight feet in height. (4) No such sign shall be located less than ten feet from any property line. (5) All temporary employment opportunity signs shall be removed within seven days after the posted position has been filled. (m) Corporate flags are limited to one per business. (n) Pickup signs; big box retailers and grocery stores are allowed one sign to designate an area of the parking lot for pickup/driveup loading of goods purchased in advance subject to the following conditions: (1) The pickup sign must be located within the parking lot and the placement of pickup sign shall be so located such that the sign does not adversely affect adjacent properties or navigability of the parking lot (including sight lines, confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. (2) No more than one pickup sign shall be allowed per business (3) The pickup sign may not exceed 13 feet in height. (4) The pickup sign's base shall be not more than two feet wide on a side, and no portion of the sign may project beyond the base. (5) The pickup sign is limited to four square feet of display area per sign face, and no more than 30 percent of the display area shall be used for the business logo or identification. (6) Businesses with a drive-through facility may not also have a pickup sign. (a) Site signage subject to the following conditions: (1) Shall be a maximum of 4 square feet. (2) The maximum height of the sign shall not exceed five feet from the ground. (3) Shall not be placed to affect the safety of traffic or pedestrians. (4) The placement of signs on the property shall not adversely affect adjacent properties or the general appearance of the site from public right-of-way (b) Windows signs subject to the following conditions: (1) A maximum of 50% of all windows may contain a window sign. Window signs shall be limited to 50% of the window area on which it is located. a. Window signs located on entrance doors to a business are exempt from this regulation. (2) Signage visible through windows shall not blink, flash, scroll or have any constant illumination, when illuminated, nor be excessively bright as determined by the city. (c) Window coverings allowed under the following conditions: (1) As required by local, state, or federal law. (2) Screening or privacy. (3) Windows coverings shall comply with design standards for commercial, industrial, and office institutional developments, and design standards for the central business district zoning district. 324 Page 23 (d) Temporary commercial signs, searchlights, banners, etc. subject to the following conditions: (1) Banners attached to the principle structure shall not exceed 140 square feet. (2) Detached banners shall not exceed 32 square feet and six feet in height. (3) Portable A-frame signs shall not exceed 8 square feet and four feet in height. (4) Non-portable signs shall be a maximum of 25 square feet and eight feet in height. (5) A business may display an attached or detached banner or portable sign on up to four occasions per calendar year, with a maximum ten-day display period for each occasion. (6) Portable signs and detached banners shall not be located in the public right-of- way. (7) No more than one portable sign or detached banner shall be permitted per business tenant at one time. (8) Inflatable advertising devices for each site or center are limited to two occasions per calendar year with each occasion not to exceed seven days. The inflatable device shall not exceed 25 feet in height. (9) The use of searchlights shall be limited to three occasions per year with each occasion not to exceed two days. The use of searchlights shall be controlled in such a way so as not to become a nuisance or safety hazard. Searchlights may not be illuminated between the hours of 12:00 midnight and 6:00 a.m. (10) Shall be maintained in good condition. (e) Temporary Non-Commercial Signs subject to the following conditions: (1) Signs shall not be located within public right-of-way. (2) Shall not exceed 6 square feet. (3) Shall not exceed 5 feet in height, as measured from grade to top of sign structure. (4) Shall be maintained in good condition. (Ord. No. 231, § 1, 1-9-95; Ord. No. 252, § 1, 4-8-96; Ord. No. 377, §§ 139, 140, 5-24-04; Ord. No. 423, §§ 9, 10, 6-12-06; Ord. No. 431, § 2, 9-25-06; Ord. No. 459, § 1, 9-24-07; Ord. No. 468, § 1, 8-11-08; Ord. No. 507, §§ 4, 5, 6-28-10; Ord. No. 510, § 1, 9-13-10; Ord. No. 632, § 18, 6-11-18) SECTION 6: AMENDMENT “Sec 20-1256 Permit For Temporary Signs, Searchlights, Banners, Etc.” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1256 Permit For Temporary Signs, Searchlights, Banners, Etc. Temporary signs are permitted as follows: 325 Page 24 (a) Banners attached to the principal structure shall not exceed 140 square feet. (b) Detached banners shall not exceed 32 square feet and six feet in height. (c) Portable signs shall not exceed 32 square feet and six feet in height. (d) All temporary signage shall meet the following standards: (1) A 30-day display period to coincide with the grand opening of a business or a new development (business park or shopping center which shall be in addition to subsection (d)(2). (2) A business may display an attached or detached banner or portable sign on up to four occasions per calendar year, with a maximum ten-day display period for each occasion. (3) Messages must relate to on-premises products or services, or any noncommercial message. (4) Attached banners, detached banners and portable signs must be located on the property which is owned or leased by the business which the sign is advertising. Nonprofit and governmental event banners are excluded from this provision. (5) Portable signs and detached banners shall not be located in the public right-of- way. (6) Portable signs and detached banners are limited to the driveway entrance area. (7) No more than one portable sign or detached banner shall be permitted per entrance at any given time. (e) Inflatable advertising devices are permitted according to the following: (1) For each site or center, two occasions per calendar year with each occasion not to exceed seven days. (2) Written authorization from the property owner or their designee must be submitted with the sign permit application. (3) Sign permit issued by city. (4) Maximum height of the inflatable shall be 25 feet. (f) Flashing or blinking portable signs, stingers, and pennants are not permitted. (g) Large flags flown in high winds may cause a noise nuisance and are subject to removal upon complaint from residents or businesses. (h) The use of searchlights shall be limited to three occasions per year with each occasion not to exceed two days. The use of searchlights shall be controlled in such a way so as not to become a nuisance. Searchlights may not be illuminated between the hours of 12:00 midnight and 6:00 a.m. (Ord. No. 231, § 1, 1-9-95; Ord. No. 468, § 2, 8-11-08; Ord. No. 485, § 1, 10-12-09; Ord. No. 545, § 1, 6-25-12) SECTION 7: AMENDMENT “Sec 20-1258 Legal Action” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1258 Legal Action If the city Community Development planning Ddirector or an administrative officer finds that 326 Page 25 any sign regulated by this articledivision is prohibited as to size, location, content, type, number, height or method of construction; or erected without a permit first being granted to the installer of the sign to the owner of the property upon which the sign has been erected or is improperly maintained, or is in violation of any other provision of this chapter, they he shall give written notice of such violation to the owner or permittee thereof. If the permittee or owner fails to remove or alter the sign so as to comply with the provisions set forth in this chapter within ten calendar days following receipt of said notice: (a) Such permittee or owner may be prosecuted for violating this chapter and if convicted shall be guilty of a misdemeanor. Each day a violation exists shall constitute a separate offense. (Ord. No. 231, § 1, 1-9-95) SECTION 8: AMENDMENT “Sec 20-1259 Prohibited Signs” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1259 Prohibited Signs The following signs are prohibited: (a) Advertising or business sSigns on or attached to equipment, such as semitruck trailers., where signing is a principal use of the equipment on either a temporary or permanent basis. (b) Motion signs and flashing signs, except barber poles, which may be permitted by conditional use permits (see sections 20-231 through 20-237). (c) Projecting signs, not including awning or canopies as defined in this chapter. (d) Roof signs, except that a business sign may be placed on the roof, facia or marquee of a building provided it does not extend above the highest elevation of the building, excluding chimneys, and provided: (1) Roof signs shall be thoroughly secured and anchored to the frames of the building over which they are constructed and erected. (2) No portion of roof signs shall extend beyond the periphery of the roof. (e) Wall graphics and design treatments depicting corporate logos and company symbols. (f) Temporary signs or banners except as permitted in section 20-12556. (g) Signs which are placed or tacked on trees, fences, utility poles or in the public right-of- way. (h) Bench signs are prohibited except for those installed/owned by a governmental unit and at designated transit stops as authorized by the local transit authority. (i) Billboards. (j) Temporary flag signs. (Ord. No. 231, § 1, 1-9-95; Ord. No. 424, § 1, 7-24-06; Ord. No. 431, § 3, 9-25-06; Ord. No. 482, § 1, 8-10-09) 327 Page 26 SECTION 9: AMENDMENT “Sec 20-1265 General Location Restrictions” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1265 General Location Restrictions (a) No freestanding sign or sign structure shall be closer than ten feet to any lot line. Signs shall not be located in the sight distance triangle of any private driveway or access. Signs shall not be located in any sight distance triangle of a public intersection. (b) Signs on nonresidential property which are immediately adjacent to residential uses or districts shall be positioned so that the copy is not visible along adjoining side and rear yard property lines. (c) No sign, other than governmental signs, shall be erected or placed upon any public street, right-of-way, or project over public property unless approved by the city and contingent upon an approved encroachment agreement. Temporary signs may not be erected or placed in a public easement unless approved by the city. No sign shall be placed within any drainage or utility easement without an approved encroachment agreement. (d) Signs shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic. No private sign shall contain words which might be construed as traffic controls, such as "Stop", "Caution", "Warning", unless the sign, is intended to direct traffic on the premises. No private sign shall duplicate traffic controls, unless the sign is intended to direct traffic on the premises. (e) No signs, guys, stays or attachments shall be erected, placed or maintained on rocks, fences or trees, nor interfere with any electric light, power, telephone or telegraph wires or the supports thereof. (f) No sign or sign structure shall be erected or maintained that prevents free ingress or egress from any door, window or fire escape. No sign or sign structure shall be attached to a standpipe or fire escape. (g) Window signs shall not cover more than 50 percent of the total window area in which they are located. The area of a window sign shall be interpreted as the total window area for that face of the building. In no case shall the total window sign area exceed the permitted wall sign area defined in this chapter for said district. Buildings with less than 32 square feet of window area are exempt from this provision. Signage visible through windows shall not blink, flash, scroll or have any but constant illumination, when illuminated, nor be excessively bright. (Ord. No. 231, § 1, 1-9-95; Ord. No. 431, § 5, 9-25-06; Ord. No. 451, § 11, 5-29-07) SECTION 10: AMENDMENT “Sec 20-1267 Uniformity Of Construction, Design, Etc.” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T 328 Page 27 Sec 20-1267 Uniformity Of Construction, Design, Etc. (a) All permanent signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building's architecture. Multi-tenant commercial and industrial buildings shall have uniform signage. When buildings or developments are presented for site plan review, proposed signs for the development shall be presented concurrently for staff review. All planned centers and multi-tenant buildings shall submit a comprehensive sign plan for approval by the planning commission and city council. (1) All wall signage shall use individual dimension letters, at least one-half inch deep. Company symbols, display messages (not greater than six inches tall), pictorial presentations, illustrations, or decorations (anything other than wording) and less than 20 percent of the total sign display area are exempt from the individual dimension letter requirement. (2) Wall signs shall be either illuminated or non-illuminated and shall meet the following criteria: a. Backlit or exposed lighting shall be architecturally compatible with the building and other signage if in a multi-tenant building. b. If a neon sign is illuminated by exposed neon or LED, the luminous shall not to exceed 5,000 Nits between the hours of civil sunrise and civil sunset and not to exceed 500 Nits between the hours of civil sunset and civil sunrise. c. If a sign is non-illuminated, downcast decorative lighting compatible with the building architecture may be used. (3) Company logos shall not occupy more than 30 percent of the sign display area and are exempt from the individual dimension letter requirement. (b) All permanent monument or pylon signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building's architecture. Multi-tenant commercial and industrial buildings shall have uniform signage. When buildings or developments are presented for site plan review, proposed signs for the development shall be presented concurrently for staff review. All planned centers and multi-tenant buildings shall submit a comprehensive sign plan for approval by the planning commission and city council. (1) Letters on a monument sign All center, development name or an individual tenant building signage on a monument or pylon sign shall use individual dimension letters, at least one-half inch deep. (2) Registered trademarks, company symbols, display messages (less than six inches tall), pictorial presentations, illustrations, or decorations (anything other than wording) and less than 20 percent of the total sign display area are exempt from the individual dimension letter requirement. (3) In multi-tenant buildings, tenant panels may be used and shall be exempt from the individual dimension letter requirement. (4) Company logos shall not occupy more than 30 percent of the sign display area and are exempt from the individual dimension letter requirement. (5) All on-premise freestanding signs must have structural supports covered or concealed with pole covers. The actual structural supports should not be exposed, and the covers should be architecturally and aesthetically designed to match the building. 329 Page 28 (6) No sign shall be attached or be allowed to hang from any building until all necessary wall and roof attachments have been approved by the building official. Any canopy or awning sign shall have a minimum of an eight-foot clearance. (7) Illuminated signs shall be shielded to prevent lights from being directed at oncoming traffic in such brilliance that it impairs the vision of the driver. No such signs shall interfere with or obscure an official traffic sign or signal; this includes indoor signs which are visible from public streets. Illumination for a sign or groups of signs shall not exceed one-half foot candle in brightness as measured at the property line. (Ord. No. 231, § 1, 1-9-95; Ord. No. 423, § 11, 6-12-06; Ord. No. 468, § 3, 8-11-08; Ord. No. 485, § 2, 10-12-09; Ord. No. 507, § 6, 6-28-10; Ord. No. 544, § 1, 6-25-12) SECTION 11: AMENDMENT “Sec 20-1275 Construction Standards” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1275 Construction Standards (a) A freestanding sign or sign structure shall be constructed so that if the faces are not back to back, then they shall not have an angle separating the faces exceeding 45 degrees, unless the total area of both sides added together does not exceed the maximum allowable sign area for that district. 45 Degree Maximum Angle (b) All on-premises freestanding signs must have structural supports covered or concealed with pole covers. The actual structural supports should not be exposed, and the covers should be architecturally and aesthetically designed to match the building. Pole covers shall be a minimum height of eight feet. The exposed uprights, superstructure and/or backside of all signs shall be painted a neutral color such as light blue, gray, brown or white, unless it can be illustrated that such part of the sign designed or painted in another manner is integral to the overall design of the sign. Shopping Center 330 Page 29 (c) The installation of electrical signs shall be subject to the National Electrical Code, as adopted and amended by the city. Electrical service to such sign shall be underground. (d) No sign shall be attached or be allowed to hang from any building until all necessary wall and roof attachments have been approved by the building official. Any canopy or awning sign shall have a minimum of an eight-foot clearance. (e) Illuminated signs shall be shielded to prevent lights from being directed at oncoming traffic in such brilliance that it impairs the vision of the driver. No such signs shall interfere with or obscure an official traffic sign or signal; this includes indoor signs which are visible from public streets. Illumination for a sign or groups of signs shall not exceed one-half foot candle in brightness as measured at the property line. SECTION 12: AMENDMENT “Sec 20-1276 Electronic Message Center Signs” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1276 Electronic Message Center Signs Electronic message center (EMC) signs and time and temperature signs shall comply with the following standards: (a) No electronic message center sign may be erected that, by reason of position, shape, movement or color interferes with the proper functioning of a traffic sign, signal or which otherwise constitutes a traffic hazard. (b) Public/Community signs, eElectronic and nonelectronic message center space used on a sign shall not exceed the following display area: Sign display area EMC Display 0—24 sq. ft. 50% 25—64 sq. ft. 45% 65—80 sq. ft. 40% 331 Page 30 (c) Electronic message center signs for gas stations shall meet the following requirements: (1) One single or double-sided EMC display area is permitted but shall not exceed 8 square feet per side of a monument or pylon sign. (d) Electronic message center displays shall not exceed 5,000 Nits between the hours of civil sunrise and civil sunset and shall not exceed 500 Nits between the hours of civil sunset and civil sunrise. (e) Electronic message center signs shall not cause direct glare, nor become a distraction due to excessive brightness. (f) The lamp wattage and luminance level in candelas per square meter (Nits) shall be provided at the time of permit applications. (g) There shall be no electronic message center signs in the front setback area within 50 feet of a street intersection (as measured from intersecting right-of-way lines) except where lighting for such sign is indirect or diffused and in no way constitutes a traffic hazard. (h) There shall be no electronic message center signs within 125 feet of a residential district. (i) Flashing, special effects or animated scenes on electronic message center signs shall be prohibited. (j) Electronic message center signs shall not be located in agricultural or residential zoning districts. (k) Electronic message center sign display use for signs within 500 feet of single-family residential homes shall be limited to the hours between 6:00 a.m. and 10:00 p.m. (Ord. No. 482, § 2, 8-10-09) SECTION 13: AMENDMENT “Sec 20-1302 Neighborhood Business, Fringe Business And Office And Institutional Districts” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1302 Neighborhood Business, Fringe Business And Office And Institutional Districts The following signs shall be allowed by permit in any OI, BF or BN districts: (a) Ground low profile business signs.Monument Sign. One monumentground low profile 332 Page 31 business or institutional sign not exceeding 24 square feet of sign display area shall be permitted. Such sign shall be located at least ten feet from any property line and shall not exceed five feet in height. (b) Wall business signs. (1) One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. (2) The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining residential district without an intervening building or street. (3) The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Maximum Percentage of Wall Area Wall Area in Square Feet 15% 0—600 13% 601—1,200 11% 1,201—1,800 9% 1,801—2,400 7% 2,401—3,200 5% 3,201—4,500 3% not to exceed 275 square feet 4,500+ (4) (c) Wall signs shall not include product advertising. Wall signs shall only include tenant Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 15% 601-1,200 13% 1,201-1,800 11% 1,801-2,400 9% 2,401-3,200 7% 3,201-4,500 5% 4,501+ 3% not to exceed 275 square feet 333 Page 32 identification, tenant logo or registered trademark, center name, or any combination of the three. (d) Projecting Sign. A projecting sign may be permitted in accordance with the standards listed below. (1) Must provide a clearance of 8’ from the adjacent sidewalk or finished surface. (2) Projecting signs shall only be located on the first floor and shall not exceed 6 square feet in sign area. (3) Projecting signs are limited to a projection distance of not more than four (4) feet. This is measured from edge of building face to outer edge of the projecting sign furthest from the building face. (e) Canopy Sign. Canopy signs may be permitted as follows: (1) A canopy sign shall not be installed in addition to a wall sign. (2) Shall be limited to one per street frontage for each business occupant within a building. (3) Signs shall adhere to permitted wall sign area. (f) Awning Sign. Awning Signs subject to the following conditions: (1) Each business occupant or owner shall be limited to one awning sign. (2) Shall not exceed 30% of the awning area, not to exceed 8 square feet. (3) Shall not project from the surface of the awning. (g) Public/Community Sign. Public/community signs on property owned or leased by a governmental unit and operated by a governmental unit. (1) One monument sign shall be permitted per site for each street frontage. Such sign shall not exceed 120 square feet in display area nor be greater than eight feet in height. (2) Electronic message center signs may be permitted as part of the sign display area. Such sign does not require a conditional use permit. (3) Electronic message center signs shall comply with the following standards as stated in 20-1276: a. Electronic message center space used on a sign shall not exceed a total of 40 square feet. b. No electronic message center sign may be erected that, by reason of position, shape, movement or color interferes with the proper functioning of a traffic sign, signal or which otherwise constitutes a traffic hazard. c. Electronic message center displays shall not exceed 5,000 Nits between the hours of civil sunrise and civil sunset and shall not exceed 500 Nits between the hours of civil sunset and civil sunrise. d. Electronic message center signs shall not cause direct glare, nor become a distraction due to excessive brightness. e. The lamp wattage and luminance level in candles per square meter (Nits) shall be provided at the time of permit application. f. There shall be no electronic message center signs within 50 feet of a street intersection (as measured from intersecting right-of-way lines) or within 125 feet of a residential district, except where lighting for such sign is indirect or diffused and in no way constitutes a traffic 334 Page 33 hazard. g. Flashing, special effects or animated scenes on electronic message center shall be prohibited. h. Electronic message center sign display use for signs within 500 feet of single-family residential homes shall be limited to the hours between 6:00 a.m. and 10:00 p.m. (Ord. No. 231, § 1, 1-9-95; Ord. No. 377, § 143, 5-24-04; Ord. No. 409, § 7, 1-9-06; Ord. No. 409, § 7, 1-9-06; Ord. No. 468, §§ 4, 5, 8-11-08; Ord. No. 482, § 3, 8-10-09) SECTION 14: AMENDMENT “Sec 20-1303 Highway, General Business Districts And Central Business Districts” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1303 Highway, General Business Districts And Central Business Districts The following signs shall be allowed by permit in any "BH" and, "BG" or "CBD" District: The following table lists the standards for freestanding and ground low profile signs in the BH or, BG or CBD zone. Principal Structure Pylon Ground Low Profile Height (feet) Sign Size (square feet) Height (feet) Sign Size (square feet) 50,000 sq. ft. or greater 20 80 10 80 Less than 50,000 sq. ft. 16 64 8 64 (a) Pylon business sSign. Pylon signs are permitted on parcels that abut state highway corridors only. One pylon identification sign shall be permitted. This sign may identify the name of the center or the major tenants. The height and square footage of the sign shall be based on the square footage of the principal structure as shown in the table. Such signs shall be located at least ten feet from any property line. (b) Ground low profile business signs.Monument Sign. One monumentground low profile business sign shall be permitted per each outlot or separate building pad that has street frontage. The height and square footage of the sign shall be based on the table above. Such signs shall be located at least 300 feet from any other pylon or ground sign on the parcel and at least ten feet from any property line. 335 Page 34 (c) Wall business signs. (1) One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. (2) The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining residential district without an intervening building or street. (3) The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Maximum Percentage of Wall Area Wall Area in Square Feet 15% 0—600 13% 601—1,200 11% 1,201—1,800 9% 1,801—2,400 7% 2,401—3,200 5% 3,201—4,500 3% not to exceed 275 square feet 4,500+ (4) (d) Projecting Sign. A projecting sign may be permitted in accordance with the standards listed below. (1) Must provide a clearance of 8’ from the adjacent sidewalk or finished surface. Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 15% 601-1,200 13% 1,201-1,800 11% 1,801-2,400 9% 2,401-3,200 7% 3,201-4,500 5% 4,501+ 3% not to exceed 275 square feet 336 Page 35 (2) Projecting signs shall only be located on the first floor and shall not exceed 6 square feet in sign area. (3) Projecting signs are limited to a projection distance of not more than four (4) feet. This is measured from edge of building face to outer edge of the projecting sign furthest from the building face. (e) Canopy Sign. Canopy signs may be permitted as follows: (1) A canopy sign shall not be installed in addition to a wall sign. (2) Shall be limited to one per street frontage for each business occupant within a building. (3) Signs shall adhere to permitted wall sign area. (f) Awning Sign. Awning Signs subject to the following conditions: (1) Each business occupant or owner shall be limited to one awning sign. (2) Shall not exceed 30% of the awning area, not to exceed 8 square feet. (3) Shall not project from the surface of the awning. (g) Drive-Through Sign. Menu board. One menu board sign per restaurant drive-through aisle is permitted with a drive-through facility. Such sign shall not exceed 45 square feet in size, nor greater than eight feet in height. Such sign is permitted in addition to any other sign permitted in the zoning district. (Ord. No. 314, § 2, 3-26-01; Ord. No. 377, §§ 144, 145, 5-24-04; Ord. No. 409, § 8, 1-9-06; Ord. No. 468, § 4, 8-11-08; Ord. No. 628, § 49, 12-11-17) SECTION 15: AMENDMENT “Sec 20-1304 Industrial Office Park Signs” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1304 Industrial Office Park Signs The following signs shall be allowed by permit in any IOP district: (a) Pylon business signs.Pylon Sign. Pylon signs are permitted on parcels that abut state highway corridors only. One pylon or one ground low profile industrial office park identification sign shall be permitted. A pylon sign shall not exceed 80 square feet on a state highway in sign area and shall not exceed 20 feet in height. Such sign shall be located at least ten feet from any property line. (b) Ground low profile business signs.Monument Sign. One monumentground low profile business sign shall be permitted per site for each street frontage. Such sign shall not exceed 64 square feet, except on a state highway, in display area nor be greater than eight feet in height. Such sign shall be located at least ten feet from any property line. A ground low profile on a state highway may not exceed 80 square feet and eight feet in height. Such sign shall be located at least ten feet from any property line. (c) Wall business signs. 337 Page 36 (1) One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan. (2) The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining residential district without an intervening building or street. (3) The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Maximum Percentage of Wall Area Wall Area in Square Feet 15% 0—600 13% 601—1,200 11% 1,201—1,800 9% 1,801—2,400 7% 2,401—3,200 5% 3,201—4,500 3% not to exceed 275 square feet 4,500+ (4) (Ord. No. 231, § 1, 1-9-95; Ord. No. 314, § 3, 3-26-01; Ord. No. 377, §§ 146, 147, 5-24-04; Ord. No. 409, § 9, 1-9-06; Ord. No. 452, § 4, 7-9-07; Ord. No. 459, § 2, 9-24-07; Ord. No. 468, § 4, 8-11-08) Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 15% 601-1,200 13% 1,201-1,800 11% 1,801-2,400 9% 2,401-3,200 7% 3,201-4,500 5% 4,501+ 3% not to exceed 275 square feet 338 Page 37 SECTION 16: ADOPTION “Sec 20-1305 Central Business District Signs” of the Chanhassen Municipal Code is hereby added as follows: A D O P T I O N Sec 20-1305 Central Business District Signs(Added) Sec 20-1305 Central Business District Signs (a) Wall Sign. One wall sign shall be permitted per street frontage for each business occupant within a building. In buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance façade. (b) (c) Monument Sign. One monument sign shall be permitted per building and shall be limited to 4 feet in height and 32 square feet in size. Such signs shall be located at least ten feet from any property line. (d) Pylon Sign. Pylon signs are prohibited. (e) Projecting Sign. One projecting sign is permitted per business in accordance with the standards listed below. (1) Must provide a clearance of 8’ from the adjacent sidewalk or finished surface. (2) Projecting signs shall only be located on the first floor and shall not exceed 6 square feet in sign area. (3) Projecting signs are limited to a projection distance of not more than four (4) feet. This is measured from edge of building face to outer edge of the projecting sign furthest from the building face. (f) Canopy Sign. Canopy signs may be permitted as follows: (1) A canopy sign shall not be installed in addition to a wall sign. (2) Shall be limited to one per street frontage for each business occupant within a building. (3) Signs shall adhere to permitted wall sign area. (g) Awning Sign. Awning Signs subject to the following conditions: Wall Area in Square Feet Maximum Percentage of Wall Area 0-600 9% 601-1,200 8% 1,201-1,800 7% 1,801-2,400 6% 2,401-3,200 5% 3,201-4,500 4% 4,501+ 3% not to exceed 275 square feet 339 Page 38 (1) Each business occupant or owner shall be limited to one awning sign. (2) Shall not exceed 30% of the awning area, not to exceed 8 square feet. (3) Shall not project from the surface of the awning. (h) Signage shall adhere to the Downtown Design Guidelines. SECTION 17: AMENDMENT “Sec 20-1301 Agricultural And Residential Districts” of the Chanhassen Municipal Code is hereby amended as follows: A M E N D M E N T Sec 20-1301 Agricultural And Residential Districts The following signs are allowed by permit in the A-2, RR, RSF, R-4, RLM, R-8, R-12, R-16, and residential PUD districts: (a) Public and institutional signs. One monumentground low profile or wall sign, not exceeding 24 square feet of sign display area, shall be permitted on the premises of any public or institutional property giving the name of the facility and nature of the use and occupancy. Such sign shall be located at least ten feet from any property line, and shall not exceed five feet in height. (b) Area identification/entrance signs. Only one monument sign may be erected at the entrance(s). Total sign area shall not exceed 24 square feet of sign display area, nor be more than five feet high. More than one sign per entrance may be erected, provided that the total sign area does not exceed 24 square feet. Any such sign or monument shall be designed with low-maintenance, high quality materials. The adjacent property owner or a homeowners association shall be responsible for maintenance of the identification/entrance sign and surrounding grounds and landscaped areas. Such sign shall be located so as not to conflict with traffic visibility or street maintenance operation, and shall be securely anchored to the ground. (c) Nonresidential uses. Only one monument sign may be permitted on the site. The total sign area shall not exceed 24 square feet of sign display area, nor be more than five feet in height. (Ord. No. 231, § 1, 1-9-95; Ord. No. 252, § 2, 4-8-96; Ord. No. 314, § 1, 3-26-01; Ord. No. 377, § 142, 5-24-04) 340 Page 39 SECTION 2. This ordinance shall be effective immediately after its passage and publication. PASSED AND ADOPTED this XXth day of April 2026 by the City Council of the City of Chanhassen, Minnesota. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the Sun Sailor on XXX) 341 From: Matt Hergott Sent: Monday, March 2, 2026 1:47 PM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: Sign definitions and regulation concern Good afternoon, Eric. Per our conversation regarding updating sign definitions and regulations, these are the topics that we discussed. Von Hanson’s does not want any changing of our signage from our windows, due to the fact that it would expose the backside of our retail freezer displays. When we moved into the space 15 years ago, this is the way the building was. We invested a lot of money and had professional signage done to make the exterior look nice with the retail space that we have. Our signage lists our product offerings while covering the equipment backside. We understand there needs to be guidelines so the community of Chanhassen continues to look appealing to everyone. If you feel we need to attend the meeting, please let me know, but per our conversation, it did not seem like we need to. Thanks for your time. Matt Hergott Sent from my iPhone 342 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 1 DEFINITIONS AND CHAPTER 20, ZONING OF THE CHANHASSEN CITY CODE The purpose of these Code Amendments are as follows: Amend Section 1-2 Rules of Construction and Definitions to conform with federal law, update definitions for current language, and remove definitions that are no longer applicable. Amend Article 20-XXVI Signs to conform with federal law, remove unlawful regulations, create efficiencies in application of code, implement downtown design guidelines, and expand signage opportunities for commercial districts. This ordinance shall go into effect upon passage of the ordinance by City Council. A printed copy of Ordinance No. XXX is available for inspection by any person during regular office hours at the office of the City Manager/Clerk. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 13th day of April 2026 by the City Council of the City of Chanhassen, Minnesota. (Publish in the ___________________ on [__________________]) (Published in the Sun Sailor on April 23, 2026) 343 City Council Item April 13, 2026 Item Minnetonka HS Vantage Student Presentation File No.Item No: E.1 Agenda Section VISITOR PRESENTATIONS Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Recieve presentation Motion Type N/A Strategic Priority Communications SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 344 City Council Item April 13, 2026 Item Market Boulevard Improvement Project: Assessment Hearing / Award Construction Contract / No Parking Resolution File No.ENG 25-02 Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution accepting the bids and awarding the construction contract, adopts a resolution adopting the final assessment roll, and adopts a resolution establishing no parking areas for the Market Boulevard Improvement Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The City Council is asked to consider awarding the construction contract for the project, adopting the assessment role, and designating areas of no parking along the corridor. If awarded, the construction is expected to begin in early May and be substantially complete by the end of October. It's planned to be constructed in phases to limit the impact to the local businesses affected by the street closures. BACKGROUND The project began conceptual design back in February of 2016, starting with a downtown traffic study and developing intersection layout options. After completion of a feasibility study, the project went dormant for a number of years. 345 In early 2021, the design was reignited with an LRIP grant funding application, which was unsuccessful. In 2023, the project was added to the CIP with a targeted construction window, which essentially kicked off the design efforts of today's project. Multiple concepts were developed over the next couple of years, and the project grew to include the downtown regional stormwater reuse scope. A previous corridor layout consisting of a single lane of traffic with multiple mini roundabouts was 'Ordered' and advanced to 60% final design before being put on hold in March 2025 for re-evaluation by the City Council. On October 27, 2025, the City Council 'Ordered the Project', which outlined the currently designed layout. Project information is available on the project page found on the city's website here: https://www.chanhassenmn.gov/government/projects/street-projects/market-blvd-reconstruction-project To subscribe to the project information distribution list, which will send out important project updates, go to this link: https://www.chanhassenmn.gov/i-want-to/subscribe DISCUSSION The project as designed will improve public assets, improve transportation, and support other neighboring projects, including: Expanding the section of road at the railroad crossing to have two full travel lanes in each direction Adding a dedicated right turn lane for northbound Market Boulevard traffic at West 78th Street Enhancing the sidewalk/trail on the east side of Market Boulevard to provide adequate space for all modes, adding decorative paving, pedestrian scale lighting, and signage/pavement markings Installing the pumping station and forcemain needed for the regional stormwater reuse requirement for previously permitted projects. This pumping station will also have the ability to draw down the water level in the large wet pond at the NW corner of Highway 5 and Market Boulevard to provide for flood storage, proactively keeping Market Boulevard from potential inundation during extreme precipitation events. The reuse system will be the source of irrigation water for the entire Civic Campus and City Center Park ballfields. The regional system is also oversized and will have a bank of credits for purchase from future redevelopment projects along the Market Boulevard corridor. Most of the corridor will remain relatively unchanged after the project other than new paving, lighting, and landscaping. The Twin City and Western (TCW) Railroad will be reconstructing their railroad crossing signals and their other associated infrastructure as part of this project. That work will be part of Phase 2 which will begin right after the 4th of July holiday. This project is using an incentive/penalty model for the construction phasing for the work. The city understands the importance of the local businesses which could be affected by road closures or other construction interference. Using this model should effectively keep the contractor on track with the 346 strict road closure requirements. The entire corridor will be open and useable for the July 4th timeframe to support the events at City Center Park. The city will also be sponsoring multiple business support events during the construction in an effort to communicate that the downtown areas are fully open for customers during the construction. Due to the nature of the roadway, it's appropriate to designate No Parking zones along the corridor. This must be accomplished by passage of a resolution by City Council, which is part of the requested action on this item. No parking already exists along Market Boulevard between Highway 5 and West 78th Street, so the request here is for the area north of West 78th Street to Chan View. BUDGET The project was bid on March 26, 2026, and received one bid. There are a number of reasons that may have contributed to the lack of bidders: High profile project, downtown next to other ongoing projects. Contractors sometimes avoid projects that could have a lot of eyes on it. The timeframe for bidding was very competitive, with a number of other projects bidding at the same time. There is a high number of specialty work items, i.e. pipe jacking, railroad coordination, reuse system/pump house, tight corridor for working, etc. Schedule requirements for completion/phasing The bid received is from Valley Paving. They are a reputable contractor out of Shakopee that has successfully worked on multiple projects for the city in the past. The bid result based on funding source is shown in this table: PMP Water Sanitary Sewer Stormwater Total Bid $ 3,277,720 $ 257,027 $ 6,714 $ 2,582,186 $ 6,123,647 Engineers Estimate $ 3,546,066 $ 394,581 $ 3,850 $ 1,719,511 $ 5,664,008 Technically speaking with only one bid, it cannot be considered 'competitive'. The bid was ~7.5% over the engineer's estimate, however due to the complexity of the project, staff and the consulting engineer feel the bid was fair for the work proposed and support moving ahead with an award. The consulting engineer's letter of award recommendation is attached to this report. There have already been discussions with the contractor about adjusting some design details to achieve cost savings. The overall project budget has flexed over the last three years due to the changing scope of the project. This project has always been one that would react to the developed scope, rather than designing to a strict budget. That said, the following table shows the current overall project cost breakdown, with the budget numbers as shown in the 2026-2030 CIP. These numbers have assumptions for multiple items that could change, including the downtown entry monument sign, Xcel Energy lighting design and layout, schedule incentives/penalties, easements, etc. These numbers include soft costs (engineering, easements, etc.). The stormwater reuse system is being constructed with this project even though it is sized and is a permit requirement for previously completed city projects (Civic Campus and the 2024 Street Improvements). Stormwater funding was reserved with those projects, and the city received a resiliency grant from the MPCA for $1.1M to help cover the cost of the reuse system. 347 Market Boulevard is a designated Municipal State Aid (MSA) street, and therefore we can use MSA funds for the street portions of the project. PMP Water Sanitary Sewer Stormwater Total As Bid $ 4,921,135 $ 342,537 $ 10,342 $ 2,965,875 $ 8,239,889 Budget $ 5,680,000 $ 320,000 $ 20,000 $ 1,880,000 $ 7,900,000 Similar to other city street rehabilitation projects, this project involves assessments to private property. The assessment map and associated amounts are attached to this report. The assessments needed to be broken down between the properties north of West 78th Street (non-MSA portion) and south of West 78th Street (MSA portion). Another unique circumstance for this project is a previous assessment agreement entered into with the developer of The Venue project back from 2018. That agreement stipulated that once Market Boulevard was improved, the property would be charged an assessment even though not directly adjacent to the street. The amount identified in the agreement is $2.1M but escalates with interest from the date it was executed. The assessments were calculated using a linear footage method, which proved to be the most equitable split for the properties rather than by area or by vehicle trips. The city owns three parcels on the corridor that are part of the assessment calculation. RECOMMENDATION Staff and recommends awarding the construction contract, adopting the assessment roll, and designating the no parking restrictions. ATTACHMENTS Resolution_2026-XX_Accept_Bids_and_Award_Contract_Market Blvd Resolution_2026-XX_Adopt_Assessment_Roll_Market Blvd Resolution_2026-XX_Market_Bouelvard_No_Parking Assessments EOR Bid Summary Letter No Parking Exhibit MARKET BLVD (25-02) ASSESSMENT ROLL - FINAL 348 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING THE BIDS AND AWARDING A CONTRACT FOR THE MARKET BOULEVARD IMPROVEMENT PROJECT NO. 25-02 WHEREAS, pursuant to an advertisement for bids for Project No. 25-02 (Market Boulevard Improvement Project), bids were received, opened, and tabulated according to law, and the following bids were received complying with the advertisement: Bidder Bid Amount Valley Paving $6,123,647.11 WHEREAS, Valley Paving is the lowest responsible bidder with a bid amount to be awarded of $6,123,647.11. NOW THEREFORE, BE IT RESOLVED by the Chanhassen City Council: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Valley Paving in the name of the City of Chanhassen for the Market Boulevard Improvement Project No. 25-02 according to the plans and specifications therefore approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return the deposit made with their bid once a contract has been signed. PASSED AND ADOPTED by the Chanhassen City Council this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 349 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION ADOPTING THE ASSESSMENT ROLL FOR THE MARKET BOULEVARD IMPROVEMENT PROJECT NO. 25-02 WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment for the improvement of the project area contained within the: Market Boulevard Improvement Project No. 25-02 NOW THEREFORE, BE IT RESOLVED by the City Council of Chanhassen, Minnesota: 1. Such proposed assessments, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessments against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. Assessments between $0 and $500.00 shall be paid within 1 year. Assessments above $501.00 and at or under $2,500.00 shall be payable in equal annual installments extending over a period of five (5) years. Assessments above $2501.00 and at or under $2,500.00 shall be payable in equal annual installments extending over a period of eight (8) years. Assessments above $5,001.00 and at or under $15,000.00 shall be payable in equal annual installments extending over a period of ten (10) years. Assessments $15,001.00 and above shall be payable in equal annual installments extending over a period of fifteen (15) years. The first of the installments to be payable on or before the first Monday in January 2027 and shall bear interest at the rate of 4.10 percent (5.10%) per annum. This assessment will appear on the first property tax statement for 2027. To the first installment shall be added interest on the entire assessment from November 21, 2026 until December 31, 2026. To each subsequent installment, when due, shall be added interest for one year on all unpaid installments. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the assessment on such property, with interest accrued to the date of payment, to the city treasurer; except that no interest shall be charged if the assessment is paid by November 20, 2026; and the owner may, at any time thereafter, pay to the city treasurer the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the next succeeding year. If the property owner decides not to prepay the assessment before the date given above, the rate of interest that will apply shall be 4.10 percent (5.10%) per year. 350 2 4. The clerk shall forthwith transmit a certified duplicate of these assessments to the County Auditor to be extended on the property tax lists of the County. Such assessments shall be collected and paid over in the same manner as other municipal taxes. PASSED AND ADOPTED by the Chanhassen City Council this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor 351 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 13, 2026 RESOLUTION NO: 2026-XX MOTION BY: SECONDED BY: A RESOLUTION ESTABLISHING BOTH SIDES OF MARKET BOULEVARD FROM WEST 78TH STREET TO CHAN VIEW AS A NO PARKING AREA WHEREAS, pursuant to Minnesota Statutes §412.221, Subd. 6, the City has the power to regulate the use of streets within the City; and WHEREAS, City Code section 12-13 authorizes the City to designate certain streets or portions of streets as no parking zones and provides that no person shall stop or park a vehicle in a no parking zone; and WHEREAS, the City desires to provide safe and effective transportation access to all areas in the City; and WHEREAS, the existing and rehabilitated street width of this portion of Market Boulevard is not wide enough to allow for safe parking of vehicles on either side while allowing for traveling vehicles, including emergency response vehicles, to safely travel through the corridor. NOW, THEREFORE, BE IT RESOLVED by the Chanhassen City Council that no on- street parking be allowed on both sides of Market Boulevard from West 78th Street to Chan View and that the City’s Public Works Director is directed to mark by appropriate signage, and the County Sheriff is directed to enforce, the designated no parking area for this portion of Market Boulevard. PASSED AND ADOPTED by the Chanhassen City Council this 13th day of April 2026. ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor YES NO ABSENT 352 ASSESSMENT LAYOUT MARKET BOULEVARD IMPROVEMENTS 353 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 651 643 0481 April 7, 2026 Charles Howley City Engineer/Public Works Director City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 RE: Summary of Bids Market Boulevard Improvements City Project 25-02 Dear Mr. Howley: On Thursday, March 26th, at 10:00 AM, bids were received and opened for the above-referenced project. The low bid was received from Valley Paving: Contractor Base Bid Amount Valley Paving $ 6,123,647 Engineer’s Estimate $ 5,663,008 The bid was submitted with proper bid security in accordance with the Project Manual and acknowledged all required addenda. The apparent low bid exceeded the Engineer’s Estimate; however, the Engineer has completed a detailed review and finds the bid to be responsive, complete, and reflective of current market conditions. Bid Review and Cost Considerations The project includes several complex construction elements, including pipe jacking, railroad coordination, pump and control systems, water reuse facilities, directional drilling, and temporary traffic control, all governed by robust special provisions. These factors increase contractor risk and likely contributed to both limited bidder participation and elevated pricing. Additionally, while the project schedule is achievable, required construction phasing adds cost and complexity that are reflected across multiple bid items. Bituminous pricing has increased since the Engineer’s Estimate was completed due to nationwide oil price hikes. This bid reflects current market volatility and increased risk associated with asphalt price fluctuations and short supplier price locks. Pricing for the traffic signal system was reviewed in detail. While individual signal item pricing was higher than some competing quotes, the contractor’s overall electrical and signal subcontractor package resulted in net savings when compared to alternate quote combinations. The Engineer finds the pricing reasonable when evaluated on a total-project basis in the current bidding environment. 354 Page 2 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 651 643 0481 Iron-enhanced sand for the pond filtration system was reviewed due to nominal pricing for iron filings. The contractor confirmed the iron filings are included within a pre-mixed 95% sand / 5% iron blend, which is standard practice for this system type. The Engineer finds no scope omission associated with this pricing approach. Project Timing and Funding Advancing construction this year is supported by secured funding and inter-agency coordination. The City has received $1.1 million in grant funding for the water reuse system, and the project is being delivered in coordination with the Riley Purgatory Bluff Creek Watershed District (RPBCWD) to address regional stormwater needs. Constructing the project at this time allows stormwater infrastructure to be completed in accordance with agreements for CP 24-01 and the future Laredo Drive Extension, avoiding rework and additional future costs. Additionally, constructing the project this year would meet the dedicated TIF funding deadline for this project. Engineer’s Recommendation Based on review of the bids received, contractor clarifications, market conditions, and project funding and coordination requirements, it is the Engineer’s recommendation that the City Council approve award of the Market Boulevard Improvements Project and authorize the project to proceed to construction. Please contact me at (651) 643-0481 or Michael.Kirsch@kimley-horn.com if you have any questions or need additional information. Sincerely, Kimley-Horn and Associates, Inc. Michael Kirsch, P.E. Project Manager 355 La r e d o D r M ark et Blvd W 76th St Chan View Picha Dr Ke r b e r B l v d West Village Rd W 78th St M a r k e t S t K i o w a Do c u m e n t P a t h : K : \ D e p a r t m e n t s \ E n g i n e e r i n g \ N o P a r k i n g \ N o P a r k i n g . a p r x Date Created: 4/7/2026 Created By: City of Chanhassen - Engineering Department µ0 0.04 Mile 0 200 Feet Proposed No Parking City of Chanhassen Legend No Parking 356 PARCEL NUMBER PID PARCEL ADDRESS TAXPAYER NAME TAXPAYER ADDRESS TAXPAYER CITY, STATE & ZIP PROPERTY TYPE ASSESSABLE FRONTAGE LENGTH (FT) PERCENTAGE OF FRONTAGE ASSESSMENT COST 101 254510040 7812 MARKET BLVD MARKET SQUARE ASSTS II LLC 470 78TH ST W # 260 CHANHASSEN, MN 55317 COMMERCIAL 158 5.93%32,279$ 102 254490010 7820 MARKET BLVD NEARCO IV LLC 680 COMMERCE DR STE 215 SAINT PAUL, MN 55125 COMMERCIAL 171 6.41%34,935$ 103 254510010 7836 MARKET BLVD MARKET SQUARE ASSOC LTD PTRSHP PO BOX 404 CHANHASSEN, MN 55317 COMMERCIAL 467 17.52%95,407$ 104 252520010 600 79TH ST W CHANHASSEN LETSOS LLC PO BOX 1159 DEERFIELD, IL 60015-1159 COMMERCIAL 273 10.24%55,773$ 105 254460010 580 MARKET ST KRAUS-ANDERSON INC 525 S 8TH ST MINNEAPOLIS, MN 55404 COMMERCIAL 534 20.03%109,095$ 106 251190030 591 78TH ST W CHANHASSEN LODGING LLC PO BOX 727 WAITE PARK, MN 56387-0727 COMMERCIAL 262 9.83%53,526$ 107 252530030 N/A CITY OF CHANHASSEN PO BOX 147 CHANHASSEN, MN 55317 PUBLIC 568 21.31%116,041$ 108 252530040 N/A CITY OF CHANHASSEN PO BOX 147 CHANHASSEN, MN 55317 PUBLIC 233 8.74%47,601$ 2666 100.00% $ 544,656 PARCEL NUMBER PID PARCEL ADDRESS TAXPAYER NAME TAXPAYER ADDRESS TAXPAYER CITY, STATE & ZIP PROPERTY TYPE ASSESSABLE FRONTAGE LENGTH (FT) PERCENTAGE OF FRONTAGE ASSESSMENT COST 110 250122000 7730 LAREDO DR AREA INVEST LCC 6526 CITY WEST PKWY EDEN PRAIRIE, MN 55344 COMMERCIAL 482 43.07%44,605$ 111 250122200 600 78TH ST W STATE BANK OF CHANHASSEN PO BOX 80615 INDIANAPOLIS, IN 46280 COMMERCIAL 245 21.89%22,673$ 112 250122100 7610 LAREDO DR CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317 PUBLIC 392 35.03%36,277$ 1119 100.00% $ 103,555 MARKET BOULEVARD ASSESSMENTS - MSA AREA TOTALS MARKET BOULEVARD ASSESSMENTS - NON-MSA AREA TOTALS 357 City Council Item April 13, 2026 Item Award Chanhassen Community Center Bid Package #1 File No.Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council moves to award Bid Package #1 for the Chanhassen Community Center to RJM Construction, in the amounts of: $3,031,200 for Donald R. Frantz, $6,672,160 to Wells, and $1,664,410 to MN Utilities, as part of the Construction Manager at Risk (CMAR) delivery method, and authorize the City Manager to execute the necessary documents. This award does not establish the Guaranteed Maximum Price (GMP), which will be brought forward for City Council approval at a later date." Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND Staff recommends that the City Council award Bid Package #1 for the Chanhassen Community Center to the lowest responsible bidders, as identified through the competitive bidding process. This package represents an important early step in advancing the project toward construction. It includes concrete and utilities, which have longer lead times and require earlier action to reserve production slots. The bids reflect current market pricing consistent with recent estimates and budget assumptions. The bids received were reviewed by RJM Construction for responsiveness and contractor 358 qualifications, and they are confident in the selected contractors' abilities to successfully deliver this phase of the project. Awarding Bid Package #1 will maintain project momentum and support the overall construction schedule, targeting a May 2028 opening. The City Council will also consider awarding the bid package for structural steel, likely at the May 11, 2026 meeting. Bid Package #2 is expected to be considered on June 15, 2026. The project page is available at: https://www.chanhassenmn.gov/government/projects/chanhassen- community-center DISCUSSION BUDGET The overall project budget remains approximately $80M. The work to be awarded is: 3A - Concrete Donald R. Frantz $3,031,200 3B - Precast Structural Concrete Walls/Plank Wells $6,672,160 33A - Utilities MN Utilities $1,664,410 RECOMMENDATION Staff recommends award. ATTACHMENTS Chanhassen Community Center - BP 1 Final - 4.8.2026 359 Laurie Hokkanen City Manager City Of Chanhassen Re:Chanhassen Community Center Bid Pack 1 Dear Laurie Hokkanen, Total Construction Estimate:$11,367,770 ALTERNATES: No. 1: Precast form liner at south & west facades Add $112,634 No. 2: Roof at community room terrace Add $1,180 No. 3: Operable partitions (dance studios & party rooms Add $0 No. 4: Wood gym floor in lieu of poured rubber Add $24,924 No. 5: Add rubber floors at walking track Add $0 No. 6: (1) additional Zamboni Add $0 No. 7: Geothermal Mechanical system Add $0 No. 8: Ice rink 1 walkway Add $12,283 No. 9: Eliminate form liner finish at grids C & 4 interior Deduct ($85,802) No. 10: Replace Polyisocenerate insulation with Neopor insulation Deduct ($245,398) CLARIFICATIONS: No. 1: No. 2: No. 3: No. 4: Sincerely, Brad Barickman Vice President - Community Our estimate does not include any SAC and WAC fees. Thank you for the opportunity to provide this estimate. Our team is experienced and competent in your market; this applied knowledge will assist the team in obtaining the best possible project value. Please feel free to contact RJM if you have any questions or need additional information. April 8, 2026 RJM Construction is pleased to present an estimate for the Chanhassen Community Center project located in Chanhassen, MN. Together with the City of Chanhassen and BKV Group, we can work as a team to deliver the project goals of cost, schedule and quality. Our estimate is based upon drawings dated 2/27/2026 and two addendums. This estimate assumes that all work will be done during regular business hours. We do not include removing, storing or re-installing any systems furniture. Architectural and engineering fees are not included. *ALTERNATES 1-8 WILL BE UPDATED WITH BID PACK 2 360 ESTIMATE SUMMARY ESTIMATE DATE: PROJECT: ARCHITECT: DRAWING DATE: Final $/sf DESCRIPTION Sub Contractors Estimate 183,850 Construction Costs 3A - Concrete Donald R. Frantz $3,031,200 $16.49 3B - Precast Structural Concrete Walls/Plank Wells $6,672,160 $36.29 33A - Utilities MN Utilities $1,664,410 $9.05 Total Construction Estimate $11,367,770 $61.83 April 8, 2026 Chanhassen Community Center Bid Pack 1 BKV Group February 27, 2026 2 361 Chanhassen Community Center Bid Pack 1 Recommendations for Award Project: Chanhassen Community Center Hwy 212 & Powers Blvd Chanhassen, MN 55317 Owner: City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Architect: BKV Group 222 North Second Street Long & Kees Bldg, Suite 101 Minneapolis, MN 55401 Construction Manager: RJM Construction 830 Boone Avenue North Golden Valley, MN 55427 RJM has successfully worked with Donald R. Frantz, Wells, & Minnesota Utilities & Excavating. We recommend these vendors for award for the Chanhassen Community Center project. 362 City Council Item April 13, 2026 Item 2025 Community Development Department Annual Report and 2026 Work Plan File No.Item No: J.1 Agenda Section ADMINISTRATIVE PRESENTATIONS Prepared By Eric Maass, Community Development Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY Attached is the 2025 Community Development Department Annual Report and 2026 Work Plan. The Community Development Department includes planning, economic development, and environmental resources. Staff does not anticipate a formal presentation of the annual report and work plan, but will be available to answer any questions the City Council may have regarding the report. BACKGROUND DISCUSSION BUDGET 363 RECOMMENDATION ATTACHMENTS Community Development Department 2025 Annual Report and 2026 Work Plan 364 CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen, MN 55317 952-227-1100 COMMUNITY DEVELOPMENT DEPARTMENT 2026 WORK PLAN & CITY OF CHANHASSEN PLANNING COMMISSION 2025 ANNUAL REVIEW 365 COMMUNITY DEVELOPMENTDEPARTMENT The community development department consists of the community development director, two city planners, an economic development manager, and an environmental resource specialist. These staff enforce the zoning ordinance, reviews building plans, prepares current and long-range plans for the community, discusses development potential for individual properties, reviews development proposals and coordinates this review with other departments and agencies. The department also works on housing and with area businesses and property owners on economic development initiatives. The department is responsible for managing the following City Commissions: »Planning Commission »Economic Development Commission »Environmental Commission 366 3 BACKGROUND STAFF & COMISSIONS STAFF PLANNING COMMISSION »Eric Noyes - Chair »Steve Jobe - Vice Chair »Ryan Soller »Katie Trevena »Jeremy Rosengren »David Grover (term began 3/25) »Mike Olmstead (term began 3/25 »Edward Goff (term ended 3/25) »Perry Schwartz (term ended 3/25) Provided in this report is a summary of actions and projects reviewed by the City in 2025 as it relates to community development. The report also includes anticipated projects for 2026. ECONOMIC DEVELOPMENT COMMISSION ENVIRONMENTAL COMMISSION »Eric Anderson - Chair »Luke Bame - Vice Chair »John Kroll (term began 3/25) »David Benedict »Nick Gardino (term began 3/25) »Chris Freeman (term ended 3/25) »Cohen Lee - Youth Commissioner (term ended 3/25) »Stacy Goff (term ended 3/25) »Scott Grefe - Chair »Billy Cripe - Vice Chair (resigned 11/25) »John Stutzman - Vice Chair »Greg Hawks »Kristin Fulkerson »Ryan Farnan »Kaisa Buckholz »Leslie Elhadi »Sidney Lindmark »Paget Pengelly »Wren Roemer - Youth Commissioner (term ended 8/25) »Tanvi Akuthota - Youth Commissioner (term began 8/26) The community development department consists of the following staff: »Eric Maass - Community Development Director »Rachel Arsenault - Planner II »Rachel Jeske - Planner I »Samantha DiMaggio - Economic Development Manager »Jamie Marsh - Environmental Resource Specialist The department did not experience any vacancies in 2025. 367 4 Planning Commission attendanCe ds f Ja n u a r y 7 Ja n u a r y 2 1 Fe b r u a r y 4 ( C a n c e l l e d ) Fe ( b r u a r y 1 8 Ma r c h 4 Ma r c h 1 8 Ap r i l 8 Ap r i l 1 5 Ma y 6 Ma y 2 0 Ju n e 3 Ju n e 1 7 ( C a n c e l l e d ) Ju l y 1 ( C a n c e l l e d ) Ju l y 1 5 ( C a n c e l l e d ) Au g u s t 1 2 Au g u s t 1 9 Se p t e m b e r 2 Se p t e m b e r 1 6 Oc t o b e r 7 Oc t o b e r 2 1 ( C a n c e l l e d ) No v e m b e r 3 ( C a n c e l l e d ) No v e m b e r 1 8 De c e m b e r 2 Pr e c e n t a g e o f A t t e n d a n c e Eric Noyes | Chair Term Ends: 4/2026 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 94% Steve Jobe | Vice Chair Term Ends: 4/2026 1 1 1 1 1 1 1 1 1 1 1 1 -1 1 1 94% Ryan Soller Term Ends: 4/2027 1 1 1 1 1 1 -1 -1 1 1 1 1 1 1 88% Katie Trevena Term Ends: 4/2027 1 1 -1 1 1 1 1 1 1 1 1 1 1 1 -88% Jeremy Rosengren Term Ends: 4/2027 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100% Edward Goff Term Ends: 4/2025 1 1 1 1 -80% Perry Schwartz Term Ends: 4/2025 -1 1 1 1 80% David Grover Term Ends: 4/2028 1 1 1 1 1 1 1 1 1 1 1 100% Mike Olmstead Term Ends: 4/2028 1 1 1 1 1 1 1 1 1 1 1 100% Total Attended 5 7 6 7 6 7 6 7 6 7 7 7 6 7 7 6 »Pictured (left to right): David Grover, Jeremy Rosengren, Erik Noyes, Steve Jobe, Ryan Soller, Katie Trevena, Mike Olmstead. »Not Pictured: Edward Goff, Perry Schwartz City of Chanhassen Planning Commission 368 5 environmental Commission attendanCe ds f Ja n u a r y 8 Fe b r u a r y 1 2 Ma r c h 1 2 Ap r i l 9 Ma y 1 4 Ju n e 1 1 Ju l y 9 Se p t e m b e r 1 0 Oc t o b e r 8 No v e m b e r 1 2 De c e m b e r 1 0 Pr e c e n t a g e o f A t t e n d a n c e Scott Grefe | Chair Term Ends: 3/2028 1 1 1 1 1 1 1 1 100% Billy Cripe | Vice Chair Resigned 11/2025 1 1 1 -1 -66% Leslie Elhadi Term Ends: 4/2026 1 1 1 1 1 -1 1 88% Kaisa Buckholz Term Ends: 4/2028 --0% Paget Pengelly Term Ends: 4/2027 1 1 -1 1 1 -1 75% John Stutzman | Vice Chair Term Ends: 4/2027 -1 --1 1 1 1 63% Glenn Stolar Term Ends: 4/2028 1 1 1 1 -1 83% Sidney (Sid) Lindmark Term Ends: 4/2027 1 1 1 1 --1 1 75% Wren Roemer (Youth) Term Ends: 8/2025 ----0% Tanvi Akuthota (Youth) Term Ends: 8/2026 1 1 1 -75% Total Attended 5 6 5 5 7 5 5 6 369 6 eConomiC develoPment Commission attendanCe ds f Ja n u a r y 1 4 Fe b r u a r y 1 1 Ma r c h 1 1 Ap r i l 8 Ma y 1 3 Ju n e 1 0 Ju l y 8 Se p t e m b e r 1 6 Oc t o b e r 1 4 No v e m b e r 1 8 De c e m b e r 9 Pr e c e n t a g e o f A t t e n d a n c e Eric Anderson | Chair Term Ends: 4/2026 1 1 -1 1 1 1 1 1 89% Chris Freeman | Vice Chair Term Ends: 4/2025 ---0% Luke Bame Term Ends: 4/2026 1 1 1 1 1 -1 -1 78% Stacy Goff Term Ends: 4/2025 1 --33% David Benedict Term Ends: 4/2027 1 1 1 1 1 1 1 1 1 100% Nick Gardino Term Ends: 4/2028 1 1 1 1 -1 83% John Kroll Term Ends: 4/2028 1 1 1 1 1 1 100% Cohen Lee (Youth) Term Ends: 1 1 1 1 1 100% Total Attended 5 4 3 6 6 4 5 3 5 73% »Pictured (left to right): Cohen Lee, David Benedict, Luke Bame, John Kroll, Nick Gardino, Eric Anderson »Not pictured, Stacy Goff, Chris Freeman City of Chanhassen eConomiC develoPment Commission 370 2025 COMMUNTIY DEVELOPMENT REVIEW The Planning Commission reviewed 15 land use applications in 2025. In addition, the city reviewed 6 Code amendments including accessory structure regulations, accessory dwelling units (ADUs), detached townhomes and residential low medium (RLM) density residential district amendments, group homes, and short term rentals. 7 INCREASED TAX BASE In 2024 the city had a total estimated market value of $6.21 billion dollars. In 2025, that valuation increased to $6.53 billion dollars, an increase of $320 million dollars or 5.14%. New construction valuation represented $75.4 million dollars (1.21%) of new tax growth with the remaining $244 million dollars (3.93%) resulting from increased market valuation in 2025. $75.4M in new construction tax base valuation: »$42.4M residential valuation »$32.9M commercial valuation 371 8 OVERVIEW Planning Cases TYPE 2021 2022 2023 2024 2025 5 YR. AVG. VARIANCES 17 7 8 4 4 8 CONDITIONAL USE PERMITS 2 0 1 2 0 1 INTERIM USE PERMITS 4 0 1 0 1 1 REZONINGS 2 0 1 1 2 1 SITE PLAN REVIEWS 2 1 6 2 6 3 PLANNED UNIT DEVELOPMENTS 0 1 1 3 2 1 SUBDIVISIONS 6 4 3 4 5 4 WETLAND ALTERATION PERMITS 0 0 2 0 1 1 CODE AMENDMENTS 14 18 4 6 5 9 COMPREHENSIVE PLAN AMENDMENTS 0 0 1 0 1 0 TOTAL 49 33 29 24 27 29 site Plan review PROJECT LOCATION DEVELOPER TYPE OF USE BUILDING SQUARE FEET ACRES 2025-01 PID 25-0270010 Brandl Anderson (Pioneer Ridge)Residential N/A 11.75 2025-07 621 Santa Vera Drive Headwaters Development (Santa Vera Phase II) Residential 22,006 3.85 2025-08 9150 Kestrel Drive Inland Development Partners (Avienda Apartments) Residential 180,436 11 2025-10 1620 Audubon Road Lighthouse Homes LLC (Eden Springs Assisted Living) Residential (Senior)23,592 3.5 2025-11*6440 Hazeltine Blvd Headwaters Development (Minnewashta Apartments) Residential 18,037 5.51 *Project did not proceed to construction TOTAL 244,071 35.61 372 9 OVERVIEW In 2025 the city saw its fourth consecutive year of a reduction in total new single-family home construction permits including the lowest total permit number in the tracking period. While total number of permits has reduced, the average home valuation of each permit increased on average by $96,789, a 14% increase in average valuation over 2024 figures. The average valuation figure shown does not include land cost for homes. new residential Building Permits issued YEAR SINGLE FAMILY DUPLEX/TOWNHOUSES APARTMENTS DWELLING 2016 48 0 76 124 2017 55 12 0 67 2018 49 56 268 373 2019 40 18 0 58 2020 68 0 0 68 2021 98 0 110 208 2022 48 0 0 48 2023 35 2 0 37 2024 24 0 0 24 2025 16 7 310 333 10-year aerage 48 10 76 134 Building aCtivity AVAILABLE LOT INVENTORY (END OF QUARTER)2020 2021 2022 2023 2024 2025 Single-Family Lots 178 92 69 35 16 20 Residential Townhome Lots 14 14 53 51 51 98 Total Available Lots 192 106 122 87 67 118 373 10 residential suBdivisions CASE #PROJECT NAME GROSS ACRES NET ACRES TOTAL NEW HOMES GROSS DENSITY NET DENSITY 2025-01 Pioneer Ridge 11.75 11.03 54 4.9 4.9 2025-02 Pleasant View Pointe 13.65 13.07 20 1.47 1.53 2025-08 Avienda Apartments 11 11 412 37.45 37.45 TOTALS 36.4 35.1 479 13.16 13.65 new single-family home ConstruCtion YEAR PERMIT TOTALS AVERAGE VALUATION (EXCLUDES LAND COST)TOTAL VALUATION 2018 49 $406,275 $19,865,000 2019 40 $637,390 $25,495,591 2020 68 $411,529 $27,984,000 2021 98 $503,774 $49,369,812 2022 48 $552,525 $26,521,191 2023 35 $585,151 $20,480,302 2024 24 $675,503 $16,236,079 2025 16 $772,292 $12,356,666 374 11 2025 PLANNING SUMMARY City Codes estaBlished or modified in 2025 Cannabis »Adopted additional cannabis ordinances creating performance standards and designating zoning districts for cannabis uses, following the city’s first adopted cannabis ordinance in 2024. The city also delegated a portion of the local retail registration authority to Hennepin County to account for the portion of the city not located in Carver County. Accessory Dwelling Units (ADUs) »Adopted regulations and performance standards for attached, internal, and detached accessory dwelling units. »Attached and Internal: The ordinance defined “Attached and Internal Accessory Dwelling Units” as well as established which zoning districts they were allowed as an accessory use and establish performance standards related to attached or internal accessory dwelling units. The ordinance also clarified the staff interpretation that properties are allowed 1,000 total square feet of accessory structure space. The clarification ensured that the 1,000 square foot size limitation is an aggregate of all structures and would not potentially permit multiple accessory structures so long as each was under 1,000 square feet. One ADU has been permitted since this ordinance was adopted. »Detached: Permitted as a conditional use in the Agricultural Estate (A-2), Rural Residential (RR), and Residential Single Family (RSF) zoning districts. Properties that are zoned RSF must be at least 1.0 acre in size to be eligible. Properties that are zoned RSF and have less than 1.0 acres in total lot area would be required to seek a variance. Detached Townhome Definition & RLM Zoning District Update »Adopted an ordinance defining “Detached Townhomes” as a type of dwelling unit and modifying the RLM Zoning District to add lot requirements and setbacks associated with “Detached Townhomes.” Short-Term Rental Ordinance Update »Refined city ordinances to clarify Minnesota Department of Health licensing requirements for short-term rental properties and to clarify procedures for short-term rentals operating without a city license. Accessory Structure Update »Increased maximum accessory structure sizes on a scaling basis for larger properties as well as providing a maximum square footage exemption for “Agricultural Buildings” as defined by state statute. Residential properties are now limited by the following requirements: • Up to 1 acre: 1,000 sq. ft. maximum • 1.0 to 2.5 acres: 1,200 sq. ft. maximum • 2.5 acres or larger: 1,500 sq. ft. maximum 375 12 2025 ECONOMIC DEVELOPMENT ACTIVITES SUMMARY meeting aCtivity MEETING TYPES 1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER 2025 Business 2 3 5 13 23 Non-Profit & Government 1 1 3 3 8 Entrepreneurs 1 2 2 1 6 Brokers / Developers 5 6 3 4 18 TOTAL INDIVIDUAL MEETINGS 9 12 13 21 55 ASSISTANCE TYPES 1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER 2025 TOTALS BUSINESS 0 2 0 0 2 ECOMMERCE 1 0 0 0 1 FUNDING 0 4 0 10 14 HUMAN RESOURCES 0 2 0 1 3 MARKETING & SALES 3 13 7 32 55 MARKET RESEARCH 1 0 3 0 4 MENTORING 1 0 3 14 18 NON-PROFIT ISSUES 0 4 0 1 5 PRODUCT DEVELOPMENT 0 0 0 1 1 PROPERTY DEVELOPMENT 43 65 21 20 149 REGLATORY COMPLIANCE 0 4 0 0 4 SITE LOCATION 24 21 9 29 83 START-UP ASSISTANCE 7 3 7 13 30 STRATEGIC PLANNING 0 6 0 11 17 TAX PLANNING 0 0 1 0 1 TOTAL 89 124 48 132 393 assistanCe requested 376 13 2025 ECONOMIC DEVELOPMENT ACTIVITES SUMMARY saC waiver Program utilization BUSINESS BUSINESS TYPE TOTAL ASSESSED CITY CREDITS WAIVED CITY FEES WAIVED Q1 Driven Coffee Roasters (2915 Water Tower Place) Light Manufacturing 1 1 $12.080 Q2 Lil Metros Daycare (7580 Quattro Drive) Employee Daycare 1 1 $12.080 Q3 Liora Nails & Spa (500 W 79th Street, Suite 100)Nail Salon 1 1 $12,080 Q4 Jump Start Adventure Park (18812 Lake Drive E)Recreation 7 5 $60,400 Total:10 8 $96,640 driven Coffee roasters lil metros dayCare liora nails & sPa JumP start adventure new Chanhassen Businesses Cheesecake Funk | Copeland | Drive Coffee Roasters | FinishWorks | GVT Tires & Auto | Hope Breakfast Bar | Jump Start Adventure Park | Lean Kitchen Co | Pro Nail & Lounge | Ruby’s Family Restaurant | Superior Steps ABA | The O.G. Coffee & Wine Bar | Voyageur Saunas | Xcel Energy Service Center | Xfinity by Comcast 377 14 2025 ECONOMIC DEVELOPMENT ACTIVITES SUMMARY loCal affordaBle housing aid (laha) funding Local Affordable Housing Aid (LAHA) is a sales tax in Minnesota that funds affordable housing projects. The Minnesota Legislature passed the LAHA sales tax in 2023. The tax is 0.25% and applies to retail sales in seven counties: Anoka, Carver, Dakota, Hennepin, Ramsey, Scott, and Washington. The amount of aid each county receives is based on a formula that considers the percentage of households in rent burden. The funds are distributed to counties and cities twice a year, on July 20 and December 26. The City of Chanhassen received a total of $126,855.46 in 2024 and $307,291.88 in 2025 to support affordable housing within the city. qualifying ProJeCts inClude: • Emergency rental assistance for households earning less than 80% AMI • Financial support to nonprofit affordable housing providers • Projects designed for the purpose of construction, acquisition, rehabilitation, demolition • or removal of structures, construction financing, permanent financing, interest rate reduction, refinancing, and gap financing of housing to provide affordable housing to households that have incomes which do not exceed: • For homeownership projects, 115% AMI • For rental housing projects, 80% AMI • Housing developed or rehabilitated with funds under this section must be affordable to the local work force use The Carver County CDA approached the city with a request for $75,000 in City of Chanhassen LAHA funds. The city had $434,147.34 in LAHA funds available from 2024 and 2025. The funding helped to close the gap for a partnership involving property owner Ruth Lunde, Habitat for Humanity, the CDA, and the City of Chanhassen to create Chanhassen’s first Land Trust home. The CDA acquired and plans to renovate Ruth Lunde’s single-family home—a 1926-built, 3-bedroom, 2-bath house with an attached 2-car garage. The home requires approximately $95,000 in renovations. Once complete, the estimated value of the home will be $408,000. With the city’s $75,000 contribution and other committed resources, the home will be sold to a low- to moderate-income buyer (earning 80% AMI or less) for approximately $235,000. The home was placed in the Carver County Community Land Trust with a land lease to ensure long-term affordability for at least 99 years. Staff are exploring new opportunities to utilize the remaining $359,147.34 of previous LAHA funding as well as additional funds anticipated to be received in future years. 378 15 2025 ENVIRONMENTAL ANNUAL SUMMARY 2025 environmental aCademy The City of Chanhassen’s Environmental Commission Partnered with Carver County Environmental Services for the second year in a row to hold six educational events at host organizations that focus on environmental education. Topics are chosen by Commissioners based on their interest and feedback from community members who have attended past Environmental Academy courses. Each course is an hour to an hour in a half in length and are held in the evening to make them available to all. Participation varied slightly each event; the average number of attendees was 15 people per course. Events Held: »Plant Rescue Presentation at the Minnesota Landscape Arboretum »Big Woods Hike at Camp Fire Minnesota »Understanding the Recycling Process »Organics Recycling & Facilities Tour at Dakota Prairie Composting »Waste: Reduction, Reuse, and Repair »Turning Wood Waste into Biochar from Great River Greening 2024 environmental trivia nights The Environmental Commission held two Environmental Trivia Nights this year at Hackamore Brewing Company, one in February and one in October. At each event, 5 environmentally focused topic areas were selected. Community members formed teams and the winning team won a golf simulation package which was donated by Hackamore Brewing. adoPt-a-Park Through the Adopt-a-Park Program, community organizations including schools, neighborhood groups, businesses and non-profits sign up to clean up Chanhassen parks. Staff give recommendations on which parks to hold the event based on the group’s size and need for cleanup, but groups can choose which park they’d like to hold the event. The group coordinates the logistics of the event -- gathering volunteers, transportation and communication efforts and city staff provide gloves and trash bags for their event. Staff also collect the waste at the parks the next business day after the event. This year, city staff streamlined the procedure for community groups to sign up for the Adopt-a-Park Program by creating a fillable online form. Approximately six groups cleaned up parks and trails in 2025. 379 16 2025 ENVIRONMENTAL ANNUAL SUMMARY yard waste & PumPkin droP-off shred events arBor day event In 2025, the city was able to extend both the hours and dates of the yard waste collection program to better accommodate residents’ needs. A total of 757.9 tons of yard waste was collected which is an increase from the 691.2 tons collected in 2024. This was the second year of the pumpkin drop off program. Residents brought in 6 tons of pumpkins and gourds to a dumpster held at the Public Works Facility during the two weeks after Halloween. The pumpkins and gourds were brought to Barthold Farms, a family operated farm in Minnesota, where they were fed to farm animals. The city held two shredding events in 2025, one in May and the other in August, collecting 19,900 lbs of shredded paper. This remains a popular event; oftentimes trucks reach their weight capacity within a 2 ½ hours. The option of having two trucks at each event is being explored for shred events in 2026. The 2025 tree planting event was held at Roundhouse Park where 22 bare root trees were planted by volunteers of all ages. The city also held an Arbor Day poster contest with 5th grade students’ submissions being reviewed by the Environmental Commission. Students were inspired by the theme chosen by the Environmental Commission -- “Trees are Terrific…for Outdoor Adventures!” One winner selected by majority vote and runners-up were recognized during the May 12 City Council Meeting. The 1st place artist also received a gift card donated by Garden by the Woods. 380 17 2025 ENVIRONMENTAL ANNUAL SUMMARY tree sale & reBates Another way to encourage residents to plant trees is the tree rebate program. Residents can purchase and plant a tree on private property and fill out an application to get a $75 rebate with a maximum of 2 trees per property. There were 22 approved rebates in 2025 helped supplement the cost of 33 trees being planted. gnomadiC gnome 4th of July event The city again partnered with The Garden by the Woods to hold the Gnomadic Gnome event in 2025. Gnomadic Gnome is an educational program that encourages residents to get out to various parks in Chanhassen, learn new nature facts, and connect with their environment. The program is active from Earth Day in April until Summer Solstice in June. Participants get to pick up a figurine at Garden by the Woods to start the program and collect special clues along the way. Prizes are donated by Garden by the Woods. The Environmental Commission and city staff organized and ran a table at the business expo to promote efforts of the city related to the environment. A garlic mustard poster and candy giveaways were well received. Representative Lucy Rehm was present at the table and drew the raffle winner of the rain barrel. water wise reBates The city was awarded a maximum of $19,000 through the Metropolitan Council’s Clean Water Fund grant program to help Chanhassen reduce its water usage. Fifty-eight residents replaced old appliances and irrigation controllers with US DOE Energy Star labeled and US EPA Water Sense labeled devices and a total of $5,000 in rebates were sent out. 381 18 2025 ENVIRONMENTAL ANNUAL SUMMARY CardBoard site Made possible by continued support from Carver County Environmental Services, the city’s cardboard recycling site at Public Works remains popular. In 2025, 29 tons of cardboard were collected. waste diversion initiatives Community gardens Each year, the city enters an agreement with Carver County Environmental Services to accept funding through the Solid Waste Reduction and Recycling Grant Program. In 2025, the city was awarded $27,000 which makes these programs possible. Costs for all the programs listed below are either entirely supported by or substantially supported by grant funding from the county. This year, Lance McClintock and Boy Scout Troop #330 worked to create a pollinator garden in the flower bed outside of the Olson Community Garden as a part of his Eagle Scout Project. Chanhassen businesses such as Metropolitan Supply and S&S Auto and Truck Repair generously sponsored this project. The city also revised its community garden policy which increased the ability for new gardeners to reserve a plot at one of the two community garden locations. reCyCling CouPon Program Each year, a $20 recycling coupon is sent out in the Chanhassen Connection. The coupon can be used at the Carver County Environmental Center to dispose of hard to recycle materials. A total of 1,901 items were brought in to be recycled of responsibly saving residents a total of $8,505. 382 19 2025 DEVELOPMENTS Pioneer ridge suBdivision (2025-01) Just under 12 acres of excess MnDOT right-of-way, located at the NE corner of Pioneer Trail and Bluff Creek Boulevard, was deemed unnecessary by the state and purchased by Brandl Anderson homes at public auction. After extensive community engagement, the final development includes 14 detached and 40 attached townhomes. Detached townhomes offer a more consistent design with traditional single-family homes while maintaining the benefits of shared maintenance through a homeowner’s association. 383 20 Pleasant view Point suBdivision (PC #2025-02) This single-family home development is comprised of 20 lots on 13.65 acres of land. Located near the north west corner of Lotus Lake on Peaceful Lane. The developer is Rachel Development and the homes are being constructed by Charles Cudd. The project will result in the connection of Nez Perce Drive to Pleasant View road which is a roadway connection that has been anticipated for many years. 384 21 6651 galPin Blvd ComPrehensive Plan amendment (2025-03) Chanhassen Community Center suBdivision (2025-04) 7030 luCy ridge lane varianCe (2025-05) The homeowner located at this property requested a comprehensive plan reguidance from large lot residential to residential low density. The reguidance was approved due to the extension of utilities to this property with the Galpin Boulevard reconstruction project. In November of 2024, Chanhassen residents voted to support the financing for a new community center. After the City Council approved the acquisition of the land, the city applied for preliminary and final plat for the property required to construct the Chanhassen Community Center. An application was made for a variance from the Lot Setbacks section of The Park Residential Planned Unit Development Ordinance. The applicant requested a three-foot setback variance from the required 25-foot setback for an addition to a home for an indoor sport court. Staff recommended denial of this variance as it was only required due to the chosen location of the custom home on the lot and the economic impacts of eliminating the walkout basement and rear windows. Staff provided an alternate recommendation for approval based on the reasonableness of the request. The Planning Commission chose to approve the requested variance. 385 22 santa vera Phase ii aPartments (2025-07) Property located at 621 Santa Vera Drive was proposed to be developed to add two new apartment buildings in addition to the existing apartment building. The application request included a site plan review and PUD amendments to update the allowed building materials, adjust the parking lot setbacks, and clarify the use of vegetative screening for mechanical equipment. The proposed development includes a 16-unit apartment building and a 12-unit apartment building. The addition of the proposed buildings brings the total number of housing units on the property to 46 units, which is the maximum number permitted by the Saratoga 3rd Addition Planned Unit Development. 8040 Carver BeaCh road varianCe (2025-06) The city approved a requested variance from City Code Section 20-615 Lot Requirements and Setbacks for the Residential Single Family zoning district, which requires all structures to be set back at least 30 feet from the front property line. The applicant proposed an addition to the home which maintained the same 22.7-foot setback as the existing home. City Code Section 20-72 Nonconforming Uses and Structures requires a variance for any increased nonconformity such as the expansion of an existing non- conforming front yard setback. Staff found the request to be reasonable as the property predates the current RSF zoning district, the existing front yard setback has lawful nonconforming status, and the property would not be exceeding their maximum hardcover. 386 23 avienda aPartments (2025-08) Level 7 and Inland Development requested the subdivision and site plan approval for the construction of a 412-unit apartment building within the Avienda development. The apartment building received approval to be constructed near the center of the overall development on an 11-acre parcel. 387 24 eden sPrings assisted living & memory Care (2025-10) Property located at 1620 W 78th St was proposed to be developed into a 42-bed memory care assisted living and memory care facility. The developer received site plan and variance approval which allowed the building to encroach into the wetland setback in exchange for an enhanced wetland buffer. This facility is comprised of two buildings connected by a central breezeway and intends to provide a more residential and personalized care environment. Chanhassen retail Center Pud amendment (2025-09) The city reviewed an amendment to the Chanhassen Retail Center Planned Unit Development (PUD) which previously required outdated architectural standards which did not fit the modern look that the business owners desired. The Taco Bell property owner proposed an amendment to the PUD to facilitate an exterior renovation of their building that complied with their corporate standards. The changes to this PUD allowed for the use of painted exterior materials and for the use of both pitched and flat roofs. 388 25 minnewashta aPartments (2025-11) Headwaters Development requested a site plan review and rezoning for a three-story, 44-unit apartment building to be constructed at 6440 Hazeltine Boulevard. The property is guided by the city’s Comprehensive Plan for Medium Density Residential, which allows for residential development between four and eight dwelling units per acre, supporting the rezoning request. The property is approximately 5.5 acres in size, which allows up to 44 units based on the Comprehensive Plan land use guidance. 389 26 6580 Pleasant view way varianCe (2025-14) The homeowner at 6580 Pleasant View Way requested a front setback variance to construct a deck on the rear of the house that encroached upon front setbacks required due to the unique lot layout. The property was situated and design that the back of the house faced a street frontage and the front of the home faced a private access easement, causing the need for a variance. 3630 hiCkory road varianCe (2025-13) The homeowner at 3630 Hickory Road requested side setback variances to construct a new garage in lieu of an existing garage. The existing garage had grandfathered rights associated with reduced side yard setbacks typically required by city code. However, the new garage required additional variances for the footprint not included within the existing grandfathered garage. The area highlighted in green consists of the lawful nonconforming areas and the red highlights is the area of the proposed garage that required a variance. hoPe house lot line adJustment (2025-15) The Hope House is currently in the process of applying for a lot line adjustment so that the location of their newly constructed building is fully on their parcel. It was a conditional of approval of their building permit for the new building that a lot line adjustment is complete prior to their Certificate of Occupancy being issued. The construction of a new facility required no other city approvals as the Hope House is not intending to increase their occupancy at this time. 390 27 Chanhassen Business Center Planned unit develoPment amendment (2025-16) The city amended the Chanhassen Business Center PUD as it relates to permitted accessory uses and conditional uses. lyman metes & Bounds suBdivision (2025-17) The City Council approved a resolution that authorized the purchase of excess public right-of-way on the north side of Lyman Boulevard between Crossroads Boulevard and Great Plains Boulevard from Carver County. The City Council then approved a Metes and Bounds subdivision with a variance to facilitate the subdivision of this parcel from the surrounding right-of-way. This land can be held by the city or sold to a neighboring property owner to facilitate future development. 391 28 1531 Camden ridge varianCe (2025-18) 7750 Crimson Bay road rezoning (2025-19) The subcontractor for a proposed home addition requested a variance from the maximum hardcover percentage of 25% listed in the Camden Ridge Residential Planned Unit Development ordinance for a property in the Shoreland Overlay District. The applicant requested the variance to build a garage and home addition that would increase their hardcover to 27.4%. Staff found that the requested variance did not meet the required conditions for approval of a variance. The Planning Commission denied the requested variance. The homeowner at 7750 Crimson Bay Road is requesting a rezoning of the property from Rural Residential to Single-Family Residential. The property was reguided in the Comprehensive Plan guidance for Low-Density Residential in 2023 due to a planned extension of utility access that occurred in 2024. This application is scheduled for Planning Commission public hearing and tentatively for City Council decision. Proposed expansion that required hardcover variance 392 29 2026 WORK PLAN The department anticipates the following projects to be completed or begin in 2026: 29 1. 2050 Comprehensive Plan 2. Sign Ordinance Review and Amendments 3. Chanhassen Community Center 4. Heritage Tree Ordinance Review 5. Business visits and communications 6. Market Boulevard Road Reconstruction Business Engagement Activities 7. Southwest Chamber of Commerce participation 8. Planning and Zoning Permitting Policies 9. General Planning activities: »Permits & Inspections »Miscellaneous Development Review »Management of Short-term Rental Liscence Program »Annual Conditional Use Permit (CUP) Inspections 10. Environmental Services Events »Arbor Day Tree Planting »Gnomadic Gnome »Environmental Academy »Environmental Trivia Nights »Paper Shredding »Pumpkin Drop-off »Waterwise Rebate Program »Residential Tree Sale 393 30 POTENTIAL DEVELOPMENT PROJECTS IN 2026 Community Center Avienda Retail Property For Sale Outdoor storage proposal Property Under Contract Commercial Development Interest Commercial Property For Sale 394 CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen, MN 55317 952-227-1100 395 City Council Item April 13, 2026 Item 2025 Park and Recreation Department Annual Report Item No:J.2 Agenda Section ADMINISTRATIVE PRESENTATIONS Prepared By Priya Wall, Recreation Manager SUGGESTED ACTION SUMMARY The 2025 Park & Recreation Annual Report identifies accomplishments and information relating to all divisions within the Park & Recreation department. The information is used to evaluate performance in order to deliver quality programs, facilities, and customer service to the Chanhassen community. The majority of the financial information included in this report should be substantially accurate. However, the economic data used in this report from the city's General Ledger Accounting System is unaudited when this report is published and could be subject to adjustments up to the final issuance date of the city's Comprehensive Annual Financial Report (CAFR). 2025 highlights are listed below. New in 2025 A free movie in the park event was hosted by the city and sponsored by Xfinity. 400 people of all ages enjoyed free popcorn, candy, and the viewing of The Parent Trap movie at City Center Park on July 1, kicking off the annual 4th of July Celebration. In September, City staff moved to their new offices in the completed City Hall building. City Council and Commission meetings moved to the new, updated, and spacious Council Chambers. 10 participants ages 6-12 learned new skills in the October 4 Girls Flag Football Clinic. On Monday, November 3, the Senior Center opened in its beautiful new space on the first floor of City Hall. The new space features a gathering room, kitchen, divisible makers space, a programming room, and dedicated storage and restrooms, allowing for additional programming opportunities. Over 150 people attended the November 3 housewarming event. Park, Trail, & Facility Projects 396 The six pickleball courts at the Chan Rec Center were resurfaced in June, addressing cracking that significantly affected playability on the courts. Cost of resurfacing was $36,270.00. On July 5, Phase 2 of the Civic Campus Project began. Phase 2 includes construction of four new pickleball courts, a performance pavilion, park building, playground, splash fountain, green space, and the resurfacing of the Skate Park. Projected opening of the new Civic Campus amenities is Summer 2026. Playground equipment at Carver Beach Playground was installed in September. Cost of equipment was $46,145.68. New fitness equipment, including 3 Matrix Treadmills, 1 Matrix Lat Pulldown, and full-length studio mirrors were purchased for the Chanhassen Recreation Center to replace their aging counterparts. As part of the Lake Ann Park Preserve Project, archaeological field investigations continued in 2025. Archaeological field investigations are necessary due to the identification of lithic scattering by the Minnesota State Historic Preservation Office (SHPO) in 1977. Facilities 145 paid picnic shelter reservations 5,127 recorded ice rink users $28,713.63 in Lake Ann Concession and Boat Rental revenue Community Events 11 community events were hosted with over 80,000 attendees ages birth-99 1,500+ volunteer hours Senior Center 11,699 cumulative participants served 1,052 miles traveled on 18 adventure trips 1,093 combined attendance at 55+ Expo, Senior Center Housewarming, Lions Club Picnic and 4th of July Bingo 750 people utilized Health and Wellness classes and services 384 donuts consumed during "coffee and treats" programs Recreation Center 30,000+ patrons served 179 youth activities and 102 adult activities 1,260 program or class drop-ins 6,030.25 non-billable hours valued at $135,538.75 Youth Programs 250+ programs with 4,700+ cumulative participants 517 Rec Center Sports participants 639 Dance for Fun participants 515 Summer Discovery & Lake Ann Camp participants Adult Programs 1,758 Rec Center adult program participants 11,699 Senior Center program participants 7 adult softball teams with 103 adult participants Adaptive Recreation 397 105 hours of inclusion support logged Park Maintenance Maintained 75 miles of pedestrian trails and sidewalks Maintained 28 parks & 14 preserves Provided support for 11 special events and 20,000+ hours of athletic games & practices Partners & Sponsors Maintained 153 partnerships & sponsorships that involve all divisions of our department $56,770.36 donated by 50 business sponsors BACKGROUND DISCUSSION RECOMMENDATION ATTACHMENTS Park & Recreation Annual Report 2025 398 CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen, MN 55317 952-227-1100 2025PARKS &RECREATIONANNUAL REPORT 399 2 CONTENTS 3 4 5 6 8 14 16 18 20 23 24 25 26 ELECTED OFFICIALS & STAFF FAST FACTS NEW IN 2025 PARK, TRAIL & FACILITY PROJECTS FACILITIES COMMUNITY EVENTS SENIOR CENTER RECREATION CENTER YOUTH PROGRAMS ADULT PROGRAMS ADAPTIVE RECREATION PARK MAINTENANCE PARTNERS & SPONSORS 400 3 OUR MISSION ELECTED OFFICIALS & STAFF MAYOR & CITY COUNCIL PARK & RECREATION ADMINISTRATION PARK & RECREATION MAINTENANCE PARK & RECREATION COMMISSION Elise Ryan, Mayor Haley Schubert, Councilmember Josh Kimber, Councilmember Mark von Oven, Councilmember Jerry McDonald, Councilmember Jim Peck, Chair (Jan-Feb) Mike Leisen, Commissioner, Chair (Apr-Dec) Scott Pharis, Vice Chair (Jan-Feb) Sean Morgan, Commissioner, Vice Chair (Apr-Dec) Dan Eidsmo, Commissioner (Jan-Mar) Rob Swanson, Commissioner Kristin Fulkerson, Commissioner Emily Nagel, Commissioner (Apr-Dec) Kurt Scheppmann, Commissioner (Apr-Dec) Nora Nashawaty, Commissioner (Apr-Dec) Clara Christenson, Youth Commissioner Laurie Hokkanen, City Manager Matt Unmacht, Assistant City Manager Jerry Ruegemer, Park & Recreation Director Priya Wall, Recreation Manager Luke Kegley, Recreation Supervisor Jodi Sarles, Recreation Center Manager Mary Blazanin, Senior Center Coordinator Adam Beers, Park Superintendent Gary Berg, Park Foreman Rob Heinen, Park Operator II Jason Koehnen, Park Operator II Nick Jacobson, Park Operator II (Jan-May) Pete Storms, Park Operator II Josh Hargrove, Park Operator I (Jan-Nov) Nick Kopp, Park Operator I Hudson Pike, Park Operator I (Jun-Dec) “The City of Chanhassen emphasizes parks, open space, trails and recreation. The Park & Recreation department strives to maintain and enhance the quality of life for Chanhassen residents through quality recreation programs, community events, trails and facilities in the community. Chanhassen is a community for life, providing for today and planning for tomorrow.” **The majority of the financial information included in this report should be substantially accurate. However, the economic data used in this report from the city’s General Ledger Accounting System is unaudited when this report is published and could be subject to adjustments up to the final issuance date of the city’s Comprehensive Annual Financial Report (CAFR). City Council term year 2025 401 FAST FACTS 11 COMMUNITY EVENTS 80,000+ SPECIAL EVENT ATTENDEES 11,600+ SENIOR CENTER PARTICIPANTS 30,000+ RECREATION CENTER VISITORS 30 PARKS 75 MILES OF TRAILS 23 PICNIC SHELTERS 1 RECREATION CENTER 1 SENIOR CENTER 153 PARTNERSHIPS 13 FULL-TIME STAFF 80 PART-TIME & SEASONAL STAFF 20,000+ HOURS OF ATHLETIC GAMES & PRACTICES 400+ PROGRAMS OFFERED 4 402 5 NEW IN 2025 Chanhassen Thunder Girls FlaG FooTball CliniC Punt, pass, kick, and catch! Chanhassen girls ages 6-12 had fun while learning the skills and thrills of football. Saturday, October 4 10 PARTICIPANTS new senior CenTer opens! The Senior Center opened in its beautiful new space in Chanhassen City Hall, with more space and additional programming options. The new space features a gathering room, kitchen, divisible makers space, a programming room, and dedicated storage and restrooms. Over 150 people attended the November 3 housewarming event to celebrate the new Senior Center. Monday, November 3 150+ ATTENDEES Movie in The park A free movie in the park event was hosted by the city and sponsored by Xfinity. 400 people of all ages enjoyed free popcorn, candy and the viewing of The Parent Trap movie at City Center Park, the evening before the 4th of July Celebration kicked off. Tuesday, July 1 400 ATTENDEES Move To new CiTy hall City staff moved to their new offices in the completed City Hall building. The old City Hall building, built in 1981, was torn down to make way for new park amenities. September 2025 403 6 UPCOMING PARK PROJECTS & RENOVATIONS PHASE 2 OF CIVIC CAMPUS PROJECT BEGINS On July 5, 2025, Phase 2 of the Civic Campus Project began. Phase 2 includes construction of four new pickleball courts, a performance pavilion, park building, playground, splash fountain, green space and the resurfacing of the Skate Park. Projected opening of the new Civic Campus amenities is Summer 2026. PARK RENOVATION FUND PROJECTS Carver Beach Playground Equipment Replacement »Playground equipment at Carver Beach Playground was installed in September 2025, replacing the original equipment from 1998. PLAYGROUND EQUIPMENT $46,145.68 COURT RESURFACING: $36,270.00 REC CENTER PICKLEBALL COURT RESURFACING The six pickleball courts at the Chanhassen Recreation Center were resurfaced in June 2025. The courts were originally constructed in 2014, and the resurfacing addressed significant cracking that affected safety and playability on the courts. 404 S a p phire Ln Emerald L n Lake Ann Lake Lucy Topaz Dr Ru b y L n Ut i c a L n Te c u m s e h L n 7 NEW EQUIPMENT AT THE CHANHASSEN RECREATION CENTER New fitness equipment was purchased to replace aging equipment and enhance offerings in the Fitness Center, totaling $20,027.99. »3 Matrix Treadmills »Matrix Lat Pulldown »The full-length mirrors in the dance studio were replaced, totaling $1,548.06. »New ergonomic office chairs were purchased for use by facility staff, totaling $1,446.84 $20,027.99 $1,446.84 $1,548.06 LAKE ANN PARK PRESERVE PROJECT ARCHAEOLOGICAL WORK Beginning with the concept park plan developed in 2018, the city is fulfilling a 50-year plan to preserve the forests and wetlands located between Lake Ann and Lake Lucy. Archaeological field investigations continued in 2025 as part of the ongoing park preserve trail project. Archaeological field investigations are necessary due to the identification of lithic scattering by the Minnesota State Historic Preservation Office (SHPO) in 1977. 405 8 FACILITIES The City of Chanhassen offers quality active and passive recreation opportunities by providing a variety of recreational spaces for people of all ages to enjoy in every season. 75 Miles of Trail 30 Parks 29 Playgrounds 6 Community Parks 24 Neighborhood Parks 14 Preserves 1 Senior Center 1 Recreation Center 445 Acres of Park Space 25 Basketball Courts 4 Sand Volleyball Courts 5 Youth/Adult Baseball Fields 693 Acres of Open Space 16 Tennis Courts 20 Soccer Fields 3 Adult Softball Fields 10 Fishing Piers 23 Picnic Shelters 10 Pickleball Courts 20 Youth Baseball/Softball Fields 5 Public Beaches 5 Boat Launches 11 Seasonal Ice Rinks 5 Sledding Hills 1 Skate Park 1 Disc Golf Course 406 9 CHANHASSEN RECREATION CENTER 2310 COULTER BOULEVARD Built in 1995, the Chanhassen Recreation Center is a year- round facility that hosts over 30,000 patrons annually. Facilities at the Recreation Center include a single- court gymnasium, fitness center, dance studio, meeting and party rooms, a conference room, two hockey rinks (winter), family rink (winter), warming house, tennis courts, pickleball courts, ball fields and soccer fields. The Recreation Center hosts a wide variety of adult, senior and youth programming and city-sponsored and external special events. SKATE PARK AT CITY CENTER PARK SNOWMELT-LATE FALL (WEATHER DEPENDENT) The Skate Park at City Center Park typically serves more than 5,000 users annually and offers a range of permanent obstacles, all under 48 inches in height, for skateboards, bicycles and in-line skates. Originally constructed in 1999 and refurbished in 2003, the park temporarily closed in July 2025 as part of the Civic Campus Project Phase 2 construction. It is scheduled to reopen in early summer 2026 as part of the new Civic Campus space, with an improved layout and a new, smoother skating surface. SENIOR CENTER 2310 COULTER BOULEVARD (TEMP.) 7700 MARKET BOULEVARD Dedicated in 1992, the Senior Center provides educational and social activities, theater and adventure trips, resource and support services, and meeting spaces for small and large groups of active adults over age 55. In 2025, the Senior Center opened in its beautiful new space in Chanhassen City Hall, with more programming options and additional space. The Senior Center requires no membership fees and is committed to providing a safe, welcoming, and thriving community space for patrons from Chanhassen as well as its surrounding cities. 407 10 COMMUNITY PARKS LAKE ANN PARK 1456 wesT 78Th sTreeT Amenities include two picnic shelters, six ballfields, one soccer field, one tennis court, one sand volleyball court, two playgrounds, a fishing pier, a swimming beach, non- motorized boat access, seasonal watercraft rentals & concessions, grills, picnic tables and an internal trail system. »Lake Ann Park hosts various special events and programs, including February Festival, the 4th of July celebration, the annual senior picnic, adult softball leagues and youth athletic games, practices & tournaments. LAKE SUSAN PARK 903 lake drive Amenities include one picnic shelter, one ballfield, two tennis courts, one basketball court, two sand volleyball courts, one playground, a fishing pier, boat access, grills and picnic tables. BANDIMERE PARK 9405 GreaT plains boulevard Amenities include three ballfields, three soccer fields, one seasonal hockey rink, one seasonal family skating rink, a disc golf course, a playground, grills, picnic tables and an internal trail system. CITY CENTER PARK 7700 MarkeT boulevard Amenities include four ballfields, five soccer fields, four tennis courts, three basketball courts, one seasonal hockey rink, one seasonal family skating rink, one playground and the Skate Park. »City Center Park hosts various special events and programs, including the 4th of July Celebration, Summer Concert Series and the Chanhassen Farmers’ Market. Chanhassen City Hall, the Senior Center and the Chanhassen Library are also located here. Beginning in July 2025, a portion of City Center Park, including the seasonal hockey rink, Skate Park and some green space, was closed for construction of the new Civic Campus space. The old City Hall building was torn down, and new park amenities will be built in its place. CHANHASSEN RECREATION CENTER 2310 CoulTer boulevard Amenities include a single-court gymnasium, fitness center, dance studio, meeting and party rooms, conference room, two outdoor hockey rinks (winter), family outdoor rink (winter), warming house, two tennis courts, six pickleball courts, ball fields and soccer fields. »The Chanhassen Recreation Center hosts a wide variety of city programs and events including the Barnyard Boogie, Halloween Party, Chanhassen Community Day and more. SOUTH LOTUS LAKE PARK 7610 souTh shore drive Amenities include one basketball court, two tennis courts, one playground, picnic shelter, sledding hill, dock and boat access. 101 212 Po w e r s B l v d . 5 M a r k e t B l v d . Po w e r s B l v d . Lyman Blvd. 408 11 OUTDOOR ICE RINKS & WARMING HOUSES *reCreaTion CenTer (1 FaMily, 2 hoCkey) roundhouse park (1 FaMily) +CiTy CenTer park ( 1 FaMily, 1 hoCkey) n. loTus lake park (1 FaMily, 1 hoCkey) +bandiMere park (1 FaMily, 1 hoCkey) pioneer pass park (1 FaMily) 5,127 skaTers (59 days open, 6 days Closed) DECEMBER 20, 2024-FEBRUARY 24, 2025 *DENOTES PERMANENT WARMING HOUSE; + DENOTES TEMPORARY WARMING HOUSE EXPENSES: $97,048.07Seasonal attendant wages, rink maintenance and temporary warming houses. Daily Operating Cost: $1,644.88 Chanhassen’s swimming beaches are open daily from 6:00 a.m. to 10:00 p.m. and operate without lifeguards on duty. City- operated beaches include Carver Beach (Lotus Lake), Greenwood Shores Beach (Lake Ann), Roundhouse Park Beach (Lake Minnewashta), and Lake Ann Beach. Lake Minnewashta Regional Park Beach is operated separately by Carver County. To help ensure public health and safety, the city conducts weekly water quality testing at all municipal beaches from Memorial Day through Labor Day. Water samples are analyzed for E. coli bacteria to ensure levels remain within state health guidelines. Beaches may be temporarily closed if bacterial counts exceed recommended thresholds or if harmful blue-green algae conditions are present. lake ann park 1456 W 78TH ST. Located on Lake Ann Greenwood shores park 7110 UTICA LN. Located on Lake Ann Carver beaCh park 6891 LOTUS TRL. Located on Lotus Lake roundhouse park 3950 KINGS RD. Located on Lake Minnewashta lake MinnewashTa reGional park 6900 HAZELTINE BLVD. Operated by Carver County Parks Temporary outdoor skating rinks are flooded seasonally on asphalt and grass surfaces at six Chanhassen parks: the Chanhassen Recreation Center, City Center, North Lotus Lake, Bandimere, Roundhouse and Pioneer Pass Park. Permanent or temporary warming houses were provided at the Recreation Center, City Center Park, North Lotus Lake Park and Bandimere Park. In 2025, 17 rink attendants were hired on a seasonal basis to supervise the rinks and warming houses. BEACHES 409 12 LAKE ANN PARK WATERCRAFT RENTAL & CONCESSIONS The Lake Ann concession stand offers concessions & watercraft rentals to patrons at Lake Ann Park, from Memorial Day through mid-August. Watercraft rental options include: »Paddleboards »Paddleboats »Canoes »Kayaks (single & tandem) »Rowboats 30 Canoe and Kayak rental racks are available at Lake Ann and Lotus Lake and can be rented from April through October. BOAT RENTAL RACKS Total Boat Rentals Revenue Concessions & Rental Expenses Total Profit 971 $1,840 $28,713.63 $27,172.05 $1,541.58 Concessions & Rental Revenue Assignments are conducted via lottery and based on preferences provided during registration. MAY 24-AUGUST 17, 2025 410 13 The City of Chanhassen offers 23 picnic shelters, including three rentable shelters located in community parks and 20 neighborhood shelters available on a first-come, first-served basis. The Lakeside Pavilion and Klingelhutz Pavilion are situated at Lake Ann Park, while the Lake Susan Picnic Shelter is located at Lake Susan Park. Both community and neighborhood shelters serve as venues for city programs and special events. RE N T A L R E V E N U E Klingelhutz Pavilion - 59 Lakeside Pavilion - 47 Lake Susan Pavilion - 39 2025 Pavilion Reservations 145 Total Reservations 0 $5,000 $10,000 $15,000 $20,000 2015 $17,317 $15,200 $16,600 $16,400 $3,080 $15,445 $19,357 $15,200 2016 2017 2018 2019 2020 2021 2022 2023 $19,456 2024 $16,335 2025 $18,161 at a glance 2025SEASON 145 RENTALS This season, the Klingelhutz Pavilion at Lake Ann led with 59 reservations, followed by the Lakeside Pavilion at Lake Ann with 47 reservations and the Picnic Shelter at Lake Susan with 39 reservations. $17,317.19 PICNIC SHELTERS 411 14 COMMUNITY EVENTS February FesTival An outdoor winter festival and ice fishing contest featuring food, music and free winter activities. Saturday, February 1, 2025 1,500 ATTENDEES REVENUE: $5,730 | EXPENSES: $6,091.80 easTer eGG Candy hunT This event includes a candy and egg hunt, coloring contest and a visit from the Easter bunny. Saturday, April 19, 2025 1,500 ATTENDEES REVENUE: $3,530 | EXPENSES: $2,791.01 MeMorial day CereMony IN PARTNERSHIP WITH THE CHANHASSEN AMERICAN LEGION POST 580 The Memorial Day Ceremony pays tribute to the soldiers who made the ultimate sacrifice in service to our nation. Monday, May 26, 2025 500 ATTENDEES EXPENSES: $3,789.58 suMMer ConCerT series During this two-month series, seven bands from various genres perform free evening concerts. Due to the Civic Campus Project construction, the concert series took place at Lake Ann Park in 2025. Thursdays, June 12 - July 31, 2025 2,000 ATTENDEES REVENUE: $3,000 | EXPENSES: $6,200 4Th oF July CelebraTion This three-day festival includes over 30 activities and performances including carnival rides, live music, food vendors, a street dance, parade, fireworks and more. Wednesday - Friday, July 2, 3 & 4, 2025 OVER 70,000 ATTENDEES REVENUE: $38,850.64 | EXPENSES: $122,808.70 TOTALEXPENSES: $222,910.03 General Expenses: $149,876.03 Full-Time Wage (Est.): $73,034Revenue: $59,569.65 BY THE NUMBERS »11 community events »80,000+ attendees ages birth-99 »1,500+ volunteer hours Chanhassen CoMMuniTy day A celebration of Chanhassen at the Rec Center! Attendees enjoy trial classes, free activities, info sessions, paper shredding, crafts, a touch-a-truck event and a slap shot hockey challenge. Saturday, August 16, 2025 600 ATTENDEES REVENUE: $528.01 | EXPENSES: $630.04 barnyard booGie CO-HOSTED WITH VICTORIA PARKS & RECREATION An evening of barnyard-themed family fun including a petting zoo, dance, crafts, games and refreshments. Friday, September 19, 2025 161 ATTENDEES REVENUE: $1,127 | EXPENSES: $1,115.69 412 15 holiday MarkeT Handcrafted and commercial items are featured in this annual holiday shopping event. A total of 222 pounds of food donations were collected for Bountiful Basket Food Shelf as part of this event and the Tree Lighting Ceremony. Saturday, December 6, 2025 OVER 500 ATTENDEES | 45 EXHIBITORS REVENUE: $1,330 halloween parTy A delightfully spooky night filled with trick-or-treating, carnival games, activities, live entertainment and refreshments for children and their families. Saturday, October 25, 2025 800 ATTENDEES REVENUE: $4,190 | EXPENSES: $4,063.91 Tree liGhTinG CereMony This event features bonfires, carolers, refreshments, live reindeer and a visit from Santa, and it marks the official lighting of the holiday light display. Due to the Civic Campus Project construction, the 2025 event and holiday lights were moved to the Rec Center. The event typically takes place at City Center Park. Saturday, December 6, 2025 500 ATTENDEES EXPENSES: $2,385.30 arTisan Fair Kicking off the holiday shopping season, local artisans sell handcrafted items. $313 in cash and 580 pounds of food donations were collected for PROP Food Shelf as part of this event. Saturday, November 8, 2025 OVER 700 ATTENDEES | 43 EXHIBITORS REVENUE: $1,284.00 COMMUNITY EVENT SPONSORSHIP PROGRAM In 2025, 50 local businesses contributed to the annual Community Events Sponsorship program, generously donating $56,770.36 towards Chanhassen’s community events. The entire Chanhassen community is grateful to our community event sponsors for making these events possible! CashDonations $41,800 DonatedMerchandise $14,970.36 LocalBusinesses 50 413 16 SENIOR CENTER VOLUNTEERS The Senior Center relies on over 100 volunteers to maintain quality programming. Volunteers run weekly and monthly groups, devote time to special events and provide free, valuable information and resources during educational outreach and individual meetings with patrons. GRANTS & DONATIONS »The Martha Walker Memorial Fund provides scholarships for patrons deterred from enjoying fee-based programs due to financial strains. $820 in donations gave individuals opportunities to participate without barriers. »Annual sponsorship funds totaled $1,225. »Local senior housing sites and businesses provided food and supplies for many programs and events. Annual in-kind sponsorships & donations, including 4th of July Bingo Prizes, Lions Club Annual Picnic costs and other donated snacks/lunches, were estimated at over $2,300. Including wages Memorials, sponsorship & scholarship donations Program & registration fees, room use & supply fees, memorials, sponsorship, scholarship donations & partnership reimbursement PROGRAMEXPENSES: $61,829 Operating Expenses: $110,169 DONATIONS: $2,045 Program Revenue: $67,480 BY THE NUMBERS »11,699 cumulative participants in 2025 TIMELY HELP HIGHLIGHTS »Cub Pharmacy immunized 72 individuals at the 55+ Expo Free Vaccine Clinic. »AARP Volunteers prepared and filed 121 income tax forms at no cost for 145 senior and limited income clients. »Senior Community Services (SCS) volunteers provided 52 hours of free laptop/smart phone help to over 75 individuals. »Over 500 hours of resource assistance were provided for family caregivers and vision impaired individuals during monthly support groups. »1,052 miles traveled on 18 adventure trips »1,093 individuals combined attended: 55+ Expo, New Senior Center Housewarming, Lions Club Picnic and 4th of July Bingo »750 utilized Health and Wellness Classes and Services »384 donuts consumed during “coffee and treats” programs The Chanhassen Senior Center is a community engagement facility that offers programs, trips, meals, activities, education and wellness services for patrons 55 and older. The Senior Center is staffed by one full-time coordinator. 7700 MARKET BOULEVARD LOCATED AT CITY HALL NO ANNUAL MEMBERSHIP FEE On November 3, 2025, the new Senior Center officially opened its doors and welcomed patrons into a new beautiful, integrated, and expanded space in the new City Hall facility. Modern design and high-tech amenities allow for fresh opportunities to grow new programs, welcome more patrons and expand class and event offerings. Senior Center staff are creating fresh opportunities for engagement in lifelong learning, social connection and expanded interest-based programs for current and future generations of 55+ adults. 414 17 SENIOR CENTER PROGRAMMING advenTure day Trips Theater shows, concerts, Twins games, museum tours, boat excursions and community explorations. 1,052 PARTICIPANTS | 18 TRIPS speCial evenTs & CelebraTions Holiday themed parties, meals & entertainment, Annual Picnic, Mayor’s Dinner, Veterans Breakfast, Ladies’ Luncheon, Housewarming Celebration and speakers. 937 PARTICIPANTS | 11 EVENTS liFelonG learninG, Classes & speakers Pencil Drawing, Mah Jongg, History Presentations, music shows, travel presentations, Brain Health and Free Movie Days. 447 PARTICIPANTS | 20 EVENTS Chan-o-laires Choir Representing Chanhassen, this 55+ singing group of 35 members performs at various special events, care homes and retirement communities. 21 CONCERTS | 950 AUDIENCE MEMBERS healTh & wellness, resourCe assisTanCe & aGe well eduCaTion Tax assistance, Tech help, Medicare updates, 55+ wellness expo, foot care clinics, vaccination clinic, Age Well workshops, insurance counseling, caregiver support, vision loss support, fraud prevention and coffee with the cops. 950 CLIENTS 261 ADULT LEARNERS | 6 CLASSES 55+ alive deFensive driver Course Participants sharpen their skills and improve upon their road knowledge, earning a 10% discount on car insurance. weekly & MonThly GaMe & soCial Groups 6,730 CUMULATIVE ATTENDANCE BINGO, Bridge, Cribbage, 500, Mah Jongg, Dominoes, Woodcarving, chair yoga, senior choir and guitar groups. Meals proGraM wiTh Cap aGenCy 6,061 MEALS DELIVERED | 711 VOLUNTEER HOURS Nutritious meals were delivered by 25 volunteers to homebound Chanhassen seniors. Volunteers drove 12,265 miles in 2025. 415 18 RECREATION CENTER The Chanhassen Recreation Center is a multi-purpose facility that allows for a wide range of sports and fitness activities, tournaments, leisure programs, meetings, classes and events. It also serves as a site for critical information, registrations and events for many of the city’s parks and recreation programs. Facilities at the Recreation Center include a single-court gymnasium, fitness center, dance studio, meeting and party rooms, a conference room, two outdoor hockey rinks (winter), family outdoor rink (winter), warming house, tennis courts, pickleball courts, ball fields and soccer fields. 2310 COULTER BOULEVARD NO ANNUAL MEMBERSHIP FEE adulT aCTiviTies Physical, mind & body classes and leisure activities are offered at the Recreation Center, including Yoga, Tai Chi, art, Zumba, Fit for Life and pickleball lessons. 613 PARTICIPANTS | 1,260 DROP-INS | 102 ACTIVITIES FiTness CenTer & open GyM The Chanhassen Recreation Center fitness room, open gym & open pickleball are available on a drop-in basis, with no membership required. Through partnerships with the Renew Active, Silver & Fit and Silver Sneakers programs, free access is available to Medicare participants through their insurance. OVER 15,000 VISITS youTh aCTiviTies The Chanhassen Recreation Center offers a wide variety of youth programming, including the Recreation Center Sports program for kids ages 3-6, Dance for Fun program for ages 0-adult, Tae Kwon Do, Kids Night out and more. 1,739 PARTICIPANTS | 179 ACTIVITIES personal TraininG Contracted certified personal trainers offer high-quality, customizable personal training sessions. 291 SESSIONS PURCHASED TOTALEXPENSES: $461,430.57 Staff time, contractual services, materials & supplies Fitness, dance, preschool activities, room rentals, personal training, youth activities Revenue: $291,365.52 BY THE NUMBERS »Over 30,000 annual patrons • 517 Rec Sports participants • 639 Dance for Fun participants »286 programs & events »5,466.5 hours of athletic games & practices »6,030.25 non-billable hours »$135,538.75 value of non-billable hours renTals During typical years, the Chanhassen Recreation Center has a variety of spaces available for public reservation: four meeting rooms, one conference room, one gymnasium and a studio fitness center. During January- August, rental spaces and reservations were limited due to the temporary relocation of the Senior Center to the Recreation Center. 416 19 speCial evenT venue The Chanhassen Recreation Center hosts a wide variety of city & community organization sponsored events throughout the year, including: »Artisan Fair »Barnyard Boogie »Bluff Creek Elementary Concerts & Carnival »Chanhassen Community Day »Community Shred Event »Dance for Fun Showcase »Garden Tool Swap »Halloween Costume Swap »Halloween Party »Holiday Market »Public Open Houses for Engineering, Parks & Pavement Management Departments »Sweetheart Dance »U.S. Naval Academy Picnic aThleTiC Field & rink usaGe In 2025, there were 5,466.5 permitted hours of athletic games, practices and tournaments held by local youth athletic associations on the Recreation Center’s ballfields, soccer fields and ice skating rinks. 2025 Recreation Center Non-Billable Hours Value $135,538.75 City of Chanhassen - $124,776.25 Carver County - $837.50 District 112 - $2,305.00 Athletic Association Tournament Block - $4,645.00 Community Organizations - $1,550.00 U.S. Naval Academy - $200.00 2025 Recreation Center Expenses $461,430.57 Personnel Services - $334,907.67 Operating Services - $129,645.17 2025 Recreation Center Revenue $291,365.52 Dance Costume Fees - $14,621.74Fitness - $66,133.81 Dance Competition Fees - $6,632.87Room Rental - $51,481.25 Preschool Activities - $5,935.46 Personal Training - $11,203.55 Adult Activities - $36,753.05 Dance Program Fees - $76,804.19 Youth Activities - $21,799.60 417 20 YOUTH PROGRAMS Chanhassen’s Parks and Recreation youth programs aim to develop and enhance the quality of life for ages birth-17 physically, socially and emotionally through traditional playground programs, sports and social events. Small Fry Sports offers three-week programs designed to provide 3 & 4 year olds the opportunity to develop large motor skills & learn about sports. Chanhassen reC CenTer sporTs The Rec Center Sports program provides affordable recreational youth sports programs that teach children the fundamentals of various sports in a positive and stress-free environment. These include Small Fry Sports, Lil’ Star Sports, Kids Night Out, All Star Day Off and Girls Flag Football. EXPENSES: $27,927.50 | REVENUE: $30,636.11 517 PARTICIPANTS | 5 STAFF sMall Fry sporTs 227 PARTICIPANTS | 16 SESSIONS lil’ sTar sporTs Lil’ Star Sports offers 5 & 6 year olds six-week programs that focus on skill development, teamwork & sportsmanship. 290 PARTICIPANTS | 24 SESSIONS TOTALEXPENSES: $204,366.24TotalRevenue: $236,855.68 BY THE NUMBERS »250+ programs »4,700+ participants »Age birth-17 418 21 saFe kids 101 & babysiTTinG TraininG Both the Safe Kids 101 and Babysitting Training certification programs offer older children and teens the opportunity to develop responsibility and gain applicable life skills. Chanhassen Recreation Center 29 CERTIFICATIONS | 3 SESSIONS reC CenTer youTh proGraMs The Chanhassen Recreation Center provides a wide variety of additional programming options for youth, including the Go Gymnastics program (ended May 2025), Tae Kwon Do program, day camp programs and special events. 809 PARTICIPANTS | 53 PROGRAMSEXPENSES: $22,232.57 Revenue: $27,735.06 danCe For Fun The Dance for Fun program completed its 28th year at the Chanhassen Recreation Center in 2025. Classes offer dance instruction in a supportive setting focusing on self-esteem and personal development. Styles include Parent/Tot, Ballet/Creative Movement, Ballet/Tap, Jazz, Jazz/Lyrical, Pre-Pointe/Pointe, Hip Hop and Competitive Teams. Ninety-six dancers participated in three competitions. Chanhassen Recreation Center 85 CLASSES | 639 DANCERS; 4 STAFF EXPENSES: $89,594.45 Revenue: $98,058.80 419 22 Includes seasonal staff wages suMMer disCovery playGround proGraM lake ann advenTure CaMp speCial evenTs Teen volunTeer proGraM The Summer Discovery Playground Program is offered at 10 park locations weekly for 7 weeks during the summer. Participants ages 4-12 enjoy activities, games, sports and crafts, led by seasonal staff and volunteers. Lake Ann Adventure Camp is comprised of three one-week camp sessions that include outdoor games, adventures, activities, crafts, cooking and more, led by seasonal staff and volunteers. The Parks & Recreation Department presents some special events specifically geared towards youth, such as the Easter Egg Candy Hunt, Royal Ball, Sweetheart Dance, Barnyard Boogie and Halloween Party. The summer Teen Volunteer Program provides teens, ages 13-16, the opportunity to grow in leadership and responsibility by volunteering at youth programs, sports classes, special events, park projects and more. 264 PARTICIPANTS; 14 STAFF 13 SESSIONS, 2 AGE GROUPS 251 PARTICIPANTS; 14 STAFF 3 SESSIONS 2,000+ PARTICIPANTS 25 VOLUNTEERS 1,400+ VOLUNTEER HOURS EXPENSES: $35,195.47 Includes seasonal staff wages Revenue: $20,229 EXPENSES: $30,492.47 Revenue: $47,790 420 23 ADULT PROGRAMS Chanhassen Parks and Recreation aims to enhance the overall physical and recreational needs of our adult community by providing opportunities for positive competition and social interaction via various facilities, athletic and class activities. adulT Classes The Chanhassen Recreation Center offers physical, mind, & body classes and leisure activities, including Yoga, Pilates, Tai Chi, Zumba, Fit for Life, pickleball lessons and art classes. Adult fitness classes offer the flexibility to register for a full session or drop in to a single class. Chanhassen Recreation Center 1,758 PARTICIPANTS | 102 PROGRAMS | 1,260 DROP-INS adulT soFTball The adult softball program offers a summer league for participants from Chanhassen and the surrounding communities. Games are played as doubleheaders on Thursday evenings at the Lake Ann ballfields. A fall season was planned but canceled due to limited registration. 103 PARTICIPANTS | 7 TEAMS EXPENSES: $4,088.98 Includes supplies, contracted staff time & full-time wagesRevenue: $6,200 senior CenTer proGraMs The Chanhassen Senior Center offers a wide variety of activities for active adults who are 55 and older. These activities include weekly and monthly social and game groups, day trips, large special events, informational classes, educational speakers, health and wellness assistance, emotional wellness support, local first responder information talks and defensive driving courses. Every year the Center adds more topics, activities, resources and opportunities for building a strong 55+ community in the City. Senior Center 11,699 PARTICIPANTS | 69+ PROGRAMS EXPENSES: $21,643.17 Revenue: $36,753.05 421 24 ADAPTIVE RECREATION TOTALEXPENSES: $11,538.82 PROVIDED BY Chanhassen’s adaptive recreation program is a cooperative effort between the City of Chanhassen, Reach for Resources and the cities of Brooklyn Center, Brooklyn Park, Chaska, Golden Valley, Maple Grove, Plymouth and St. Louis Park. Reach for Resources provides programs specifically designed for individuals with disabilities, including social clubs, athletic leagues, special events, holiday parties and dances. Reach for Resources also provides inclusion support at no cost to the participating children or adults in any Chanhassen Parks & Recreation programs and inclusion training to Chanhassen Parks & Recreation seasonal staff at the beginning of each summer camp season. 105 HOURS OF INCLUSION SUPPORT 422 25 PARK MAINTENANCE The City of Chanhassen’s Park Maintenance department provides safe, clean and beautiful city parks and facilities along with high-quality leisure activities for all Chanhassen residents and visitors to enjoy. 8 FULL TIME STAFF 18 SUMMER SEASONAL STAFF winTer MainTenanCe suMMer MainTenanCe SNOWPLOWING TRAILS & SIDEWALKS »Snow is cleared from 75 miles of public trails, 12 miles of downtown sidewalks, sidewalk & stairways at 10 public buildings, six public parking lots & 15 park parking lots. SKATING RINK FLOODING & MAINTENANCE »Outdoor skating rinks are flooded on grass (family rink) & asphalt (hockey rink) bases as soon as air temperatures & ground frost allow. Two flood trucks run 24 hours a day for approximately 10- days to build the initial ice base. Once built, rinks are swept & flooded Monday through Saturday as needed. TREE & BRUSH REMOVAL »Regular tree & brush trimming takes place during the winter, with easier access to trails & less damage to the surrounding area. TURF MOWING »Parks are mowed once per week. »Athletic fields are mowed twice per week. FERTILIZING »Athletic fields only are fertilized in May, September & October. BALLFIELD GROOMING »Community park ballfields are groomed daily & neighborhood fields are groomed weekly. TRAIL SWEEPING »Occurs after snow & ice melt. All trails are swept three times; two additional times for wooded trails. GARBAGE PICKUP »Occurs daily for larger parks & twice per week for neighborhood parks. BEACH MAINTENANCE »Beaches are checked daily & groomed daily during peak times & twice during off-peak times. Aquatic vegetation control is used at Greenwood Shores, Carver Beach, Roundhouse & Lake Ann Parks to control vegetation in the swimming, picnic & boat rental areas. PICNIC PAVILIONS »Community pavilions are cleaned daily, May 15-August 15, & neighborhood shelters are cleaned twice per week. Neighborhood shelters are cleaned as needed after August 15. FACILITY INSTALLATION REMOVAL Aeration System (Lake Susan)Feb. 1 March 20 Baseball/Softball Bases April 1 Oct. 15 Portable Toilets April 1 Oct. 26 Volleyball Nets April 15 Oct. 15 Tennis Nets April 1 Nov. 15 Pickleball Nets April 1 Nov. 15 Soccer Goals/Nets April 1 Nov. 1 Fishing Piers April 15 Nov. 1 Docks April 15 Nov. 1 Picnic Shelters April 15 Oct. 15 Lake Ann Ball Field Concession April 15 Oct. 15 Irrigation Systems April 15 Oct. 15 Swimming Buoys May 1 Sept. 20 Holiday Lights 1st Saturday in December Jan. 15 423 26 PARTNERS The City of Chanhassen’s Parks & Recreation Department partnered with 153 organizations, nonprofits and clubs on various activities and events in 2025. Our partners provide programming, volunteers, financial support, access to facilities, event support and more to make our programs possible. Thank you to all of our partners and all that they do for the Chanhassen community! Partners listed alphabetically & include area of partnership. OVER 150 PARTNERS 3rd Lair Skate Park - 4th of July AARP - Volunteer Speakers and tax assistance (Senior Center) American Legion Auxiliary 580 - Annual Senior Center Breakfast; Memorial Day; Community events American Legion Post 580 - Memorial Day; Annual Senior Center Breakfast; Community events American Red Cross - Community Blood Drives Automotive Unlimited - February Festival; Community events Bluff Creek Elementary - Chan Rec Center facility partnership for school day activities, interviews & events ACT on Alzheimer’s - Senior Center support BuyChanhassen - Tree Lighting; Community events Carver County AAA - Senior Center CAP Agency - Meals on Wheels Backed Chiropractic - Easter Carver County - Park and trail projects Best Brains Eden Prairie - Halloween Party Brown’s Tire & Auto - Community events Carver County Health and Human Services - Support for Aging Well programming Carver County Parks - Youth & family programs ACTA MN - Youth Programs Berne Scale - February Festival Blizzard Ski & Snowboard Club - Youth programs Bongards Premium Cheese - Community events Boys & Girls of Scout Troop 330 - February Festival Carver County Public Health - Senior Center Carver County Veterans Services - Senior Center Speakers Carver County Sheriff’s Office - Community events Boba Tonka Bubble Tea - Concessions Bach to Rock - Recreation Center Community Day Carver County Mounted Posse - Barnyard Boogie Carver County CDA - Senior Center Americana Community Bank - Halloween Party; Community events Carver County Environmental Services - Garden Tool Swap Bountiful Basket - Community events Chaska Chanhassen Hockey Association - Community Day Chanhassen Chiropractic - Community events 424 27 Chanhassen Lion’s Club - Annual Senior Picnic; February Festival Chanhassen Red Birds - Facility partnerships Chaska High School Key Club - Community events Chick-fil-A Chanhassen & Eden Prairie - Halloween Party; Community events City of Chaska: The Lodge - Program & trip partnerships for older adults City of Victoria - Co-host of Barnyard Boogie; Youth programs; Super Hero Party; Royal Ball Crossroads McDonald’s - Coffee with the Cops Chuck & Don’s - Bone Adventure Dugout Club/CAA - Baseball facilities Eastern Carver County Schools - Joint facility partnership; Elections; 4th of July; Senior Center Advisory Board Eden Prairie High School Key Club - Community events Chanhassen Dental - Community events Chanhassen Dinner Theatres - 4th of July; Community events Chanhassen Farmers’ Market - Summer farmers’ market Chanhassen Fire Department - Community events Chanhassen Library & Carver County Library System - All ages programming Chanhassen High School - Year-round facility partnership; COA bridging projects Chanhassen High School Key Club - Community events Chanhassen Historical Society - Senior Center C.H.I. Companies - February Festival Communities of Belonging - Senior Center Eden Trace Corp. - Community events Go Gymnastics - Youth Programs Christine Pedretti - Mind Body Program Chanhassen Public Works - Community Day Great River Greening - Lake Ann Park Preserve trail project Elysian Senior Homes - Senior Center Cub Foods of Chanhassen - Senior Center Crisp & Green - 4th of July Commission on Aging Members - Senior Center Christian Brothers Automotive - Community events Eastern Carver County Schools Community Education - Recreation Center facility partnership for training & Star graduation, meetings, concerts & events Dojo Karate Eden Prairie - Halloween Party Grey Duck Outdoors - Watercraft rentals Hackamore Brewing - Summer Concert Series Halla Greens Golf Course - 4th of July Holiday Inn Express & Suites - Community Events 425 28 Pizzaioli - Community events Old National Bank - Concert Series Power Systems - Community events Peak Heating & Cooling - Community events Nicolet National Bank Chanhassen - February Festival; 4th of July; Senior Center Landmark Tours - Travel education Lunds & Byerlys Chanhassen - Community events McDonald’s - Community events Mathnasium Chanhassen - Community events Living Christ Lutheran Church - Tree Lighting Metropolitan Supply - Community events Merlins Ace Hardware - February Festival Minnesota Twins - 4th of July Minnetonka Community Education & Services - Rec Center facility partnership for Tour de Tonka & Fall de Tonka Lakewinds Food Co-Op - Senior Center Programs Music Together Lakeside - Family programs kiddywampus Chanhassen - Community events J&R Complete Auto Repair - Concert Series; Community events Jersey Mike’s-Chanhassen - Senior Center Programs Jasper’s Guide Service - Youth fishing programs National Weather Service - Facility Space REACH for Resources - Adaptive Recreation programs Renew Active - Rec Center access program Powers Ridge Senior Living - Senior Center Pedego Bikes - Adult programming O2B Kids - Halloween Party North Coop - 4th of July New Horizon Academy - Community events Moe’s Char House - 4th of July Med Box Grill - 4th of July Lloyd’s Barbershop - 4th of July Lake Place Senior Housing - Senior Center Kiddie Academy - Easter, Concert Series, Barnyard Boogie Houlihan’s Restaurant & Bar - Community events North Star Therapy Animals - Community events PROP Food Shelf - Community events KDWB’s Dave Ryan - 4th of July Laura Freese, Edge Home Finance - Easter One Love Yoga - February Festival Quantum Controls - Community Events 426 29 Silver Sneakers - Recreation Center access program Southwest Transit - Tree Lighting; Senior Center program transportation; Community Day; Memorial Day Southwest Metro Chamber of Commerce - 4th of July; Tree Lighting Skyhawks Sports - Youth programs Southwest Christian High School - Park projects The Garden by the Woods - Gnomadic Gnome Program The Mustard Seed Landscaping & Garden Center - Tree Lighting; Community events Tonka Serves - Community events Turbo Nails - Community events U.S. Naval Academy - Recreation Center facility partnership for sendoff picnic V. Clayton & Associates - Community events Wink Family Eye Care - Community events Xcel Energy - Community events Work Experience Program - Rec Center Work program partnership Waytek - Community events West Metro Warriors - Rec Center facility partnership; Special Olympics MN Subway Chanhassen - Senior Center Summerwood Senior Living - Senior Center Traci Preciado, Engel & Volkers - Halloween Party Trellis - Senior Center We CAB - Senior Center Vexilar - February Festival United Health Care - Recreation Center access program Silver & Fit, Active & Fit - Recreation Center access program Sophia Martin - Community Art Program University of MN Extension Service - Master gardeners Xfinity - 4th of July; Movie in the Park Tono Pizzeria + Cheesesteaks - Community events Tequila Butcher - 4th of July Studio SLVR - 4th of July South Lake Agency Inc. - Halloween Party Shakopee Brewhall - 4th of July Sentence to Serve (Adults) - Park projects Senior Community Services - Caregiver support services; Senior Tech Assistance Rotary Club of Chanhassen - February Festival; 4th of July; Senior leaf raking Riley Purgatory Bluff Creek Watershed District - February Festival; Park projects Senja Inc. - Tai Chi Programs Ridgeview - Community events; Senior Center Riley Crossing Senior Living - Senior Center special events; Community events The Goddard School - Community Events Sora Therapy - Easter SunnyDays Therapy - Easter, Halloween Party 427 30 SPONSORS With the help and contributions of these businesses and organizations, the City of Chanhassen can offer special events including February Festival, the Easter Egg Candy Hunt, 4th of July Celebration and Halloween Party. Logo indicates sponsor contributions of $1,000+ GREEN LEAF CORPORATE »Ridgeview BUSINESS »Chanhassen Chiropractic »Chanhassen Dental »GVT Tire & Auto - Chanhassen »Houlihan’s Restaurant & Bar »Med Box Grill »Metropolitan Supply »Power Systems »Xcel Energy CONTRIBUTING CORPORATE »Chanhassen Dinner Theatres »Park Nicollet Clinic »Vexilar BUSINESS »Backed Chiropractic »Best Brains Eden Prairie »Dojo Karate Eden Prairie »Kiddie Academy »Laura Freese, Edge Home Finance »New Horizon Academy »O2B Kids »Peak Heating & Cooling, Inc. »Quantum Controls »Sora Therapy »SunnyDays Therapy »Traci Preciado, Engel & Volkers Real Estate »Turbo Nails of Chanhassen SILVER LEAF CORPORATE »Holiday Inn Express & Suites »Old National Bank PURPLE LEAF CORPORATE »Xfinity BUSINESS »Americana Community Bank »Automotive Unlimited »Bongards Premium Cheese »Chanhassen American Legion Post 580 »Chick-fil-A Chanhassen & Eden Prairie »Christian Brothers Automotive »Eden Trace Corp »J&R Complete Auto Repair »kiddywampus »Lunds & Byerlys Chanhassen »Mathnasium of Chanhassen West »Merlins Ace Hardware »Nicolet National Bank »Pizzaioli »Riley Crossing Senior Living »South Lake Agency Inc. »The Garden By The Woods »The Goddard School »The Mustard Seed Landscaping & Garden Center »Waytek »Wink Family Eye Care INDIVIDUAL »V. Clayton & Associates EST. CHANHASSEN, MN 952.445.6555 428 City Council Item April 13, 2026 Item City Manager Annual Performance Review File No.Item No: L.1 Agenda Section CLOSED SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council will meet in Closed Session with the City Manager to review her performance on her employment anniversary. The Mayor will provide a summary of the results at the next regular meeting. The City is authorized to hold a closed session for this purpose by Minn. Stat. § 13D.05; 13D.05, subd. 3. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 429 ATTACHMENTS 430